Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zR-3792 Set
} S: f i r: r w R X • y } S: f i F 0 r i AS BUILT SR 405 TUKWILA TO FACTQRIA SUDI M STAGE I Washington State Uepartn3ent of Transportation (Xympik Washington 98504 Scale: Harix. 'I Inch feet Vert,1 inch a i 0 feet MPO. (1110 to MP I (, Cons�cted 1L=gth t, } mite(s) Contract Nv. � F.A. NoJM ID -ddar % Cor�traMor �! - � � _ �� �� :-'?A %'pry �? Work Begun 19 Work Completed �H( 19_�' Project ' ngineer � m Nan r 17istrict Trar�spo:'E n rdn iz�stratvr Approv; 19Y �,Secaetary of Transportation f i r: R • f i F 0 r i AS BUILT SR 405 TUKWILA TO FACTQRIA SUDI M STAGE I Washington State Uepartn3ent of Transportation (Xympik Washington 98504 Scale: Harix. 'I Inch feet Vert,1 inch a i 0 feet MPO. (1110 to MP I (, Cons�cted 1L=gth t, } mite(s) Contract Nv. � F.A. NoJM ID -ddar % Cor�traMor �! - � � _ �� �� :-'?A %'pry �? Work Begun 19 Work Completed �H( 19_�' Project ' ngineer � m Nan r 17istrict Trar�spo:'E n rdn iz�stratvr Approv; 19Y �,Secaetary of Transportation f F 0 r i AS BUILT SR 405 TUKWILA TO FACTQRIA SUDI M STAGE I Washington State Uepartn3ent of Transportation (Xympik Washington 98504 Scale: Harix. 'I Inch feet Vert,1 inch a i 0 feet MPO. (1110 to MP I (, Cons�cted 1L=gth t, } mite(s) Contract Nv. � F.A. NoJM ID -ddar % Cor�traMor �! - � � _ �� �� :-'?A %'pry �? Work Begun 19 Work Completed �H( 19_�' Project ' ngineer � m Nan r 17istrict Trar�spo:'E n rdn iz�stratvr Approv; 19Y �,Secaetary of Transportation f i r: f z 0 f-' c a D � C � o w ID u o� V) a w V) PLOT1 c r o� c: v 0 I cn C 0 U-) O z � g —Lo C> U • X v t„ X ul v) INDEX I NDEX � CONTIN PLAN PLAN SHEET' REFERENCE T I TL E N O SHEET REFERENCE T I TL E NOo N0o o N 0 0 780 -787 TC49 -TC53C TRAFFIC CONTROL - NE 30TH - PHASE 2 qgg NOT USED 788-791 TC54 -TC57 TRAFFIC CONTROL - NE 44TH SB - PHASE 2 486 E1 LEGENO /ABBREVIATION /POWER PLAN 792-812 TC58 -TC78 TRAFFIC CONTROL SHOULDER RECONSTRUCTION - PHASE 2 487 -488 ElA - E1B ELECTRICAL POWER DISTRIBUTION MASTER PLAN 813 -843 TC79 -TC109 TRAFFIC CONTROL MEDIAN RECONSTRUCTION - PHASE 3 489 -508 E2 - E20,E20A ILLUMINATION AND POWER DISTRIBUTION PLAN 844 TC110 TRAFFIC CONTROL TEMPORARY STRIPING PLAN - PHASE 4 509-510 E219 E22 ILLUMINATION AND POWER DISTRIBUTION PLAN 845 -849 TC111-TC115 TRAFFIC CONTROL MAINLINE LOOP INSTALLATION 511 E23 ILLUMINATION AND POWER DISTRIBUTION PLAN ULTIMATE 850 -865 TC116 -TC131 TRAFFIC CONTROL BORING PITS /ELECTRICAL 512 -518 E24, E30 ILLUMINATION AND POWER DISTRIBUTION PLAN 866 -869 TC132 -TC135 TRAFFIC CONTROL SUNSET NB RAMP METERING DETOUR 519 E31 ILLUMINATION AND SC &DI POWER PLAN 870 TC136 TRAFFIC CONTROL NE 30TH 58 RAMP METERING 520 E32 ILLUMINATION AND SC &DI POWER PLAN 871 -873 TC137-TC139 TRAFFIBC CONTROL NE 44TH NB RAMP METERING DETOUR 521 -532 E33- E43.E43A ILLUMINATION AND POWER DISTRIBUTION PLAN 874 TC140 TRAFFIC CONTROL RAMP PLANING 533 -536 E44 -E47 ILLUMINATION AND POWER DISTRIBUTION PLAN 875 TC141 TRAFFIC CONTROL SUNSET 58 OFF RAMP DRAINAGE TANK INSTALLATION 537 -542 ET1 -ET6 TEMPORARY ILLUMINATION 876 -877 TC142 -TC143 TRAFFIC CONTROL SUNSET 58 OFF RAMP DETOUR 543 -548 ED1- ED5.EO5A ELECTRICAL DETAILS 878 -879 TC144 -TC145 TRAFFIC CONTROL NE PARK 58 OFF RAMP DRAINAGE TANK INSTALLATION 549 -551 ED5B.EO5C.E05D SUA 921 880 -881 TC146-TC147 TRAFFIC CONTROL NE PARK 58 OFF RAMP DETOUR 552 -555 ED6.E06A.ED68.ED6C ELECTRICAL DETAILS 556 -558 ED79ED8.E08A ILLUMINATION DETAILS 882 TC148 TRAFFIC CONTROL CANTILEVER /SIGN BRIDGE INSTALLATION (MEDIAN) 559 -561 E09,ED9A,ED10 ILLUMINATION DETAILS 562 -566 T51.T52,T52A,T53,T54 SIGNALS 883 TC149 TRAFFIC CONTROL MISC. SHOULDER CLOSURE 567 -571 T55 -T59 SIGNAL DETAILS 572 SC1 SC &DI CONSTRUCTION NOTES 884 TC150 TRAFFIC CONTROL MISC. ONE /TWO LANE CLOSURE IRON LANE - OUTSIDE) 573 -576 SC2 -SC5 SC &DI WIRE NOTES 577-623 SC6 -SC52 SC &DI PLAN 885 TC151 TRAFFIC CONTROL MISC. ONE /TWO LANE CLOSURE (HOV LANE - INSIDE) 624 -658 SCD5 -SCD39 SC &DI DETAILS (scoI - sco< IN VOLUME 5) 886 -888 TC152 -TC154 TRAFFIC CONTROL NE 30TH 58 RAMP DETOUR VOLUME 4 889 TC155 TRAFFIC CONTROL DETAILS PLOr2 659 i -6 INDEX I -5 INDEX 891 - 913 BRI - BR23 SRI81 D`XING 405/11 WIDENING 914 -- 932 660 -674 BR19 BRIDGE 405/25W WIDENING 933 SS1 - SS15 SIGN SPECIFICATIONS BR22 E N RAMP BRIDGE 955 - 956 BR1 - 675 -677 LAYOUT /DETAILS - STORM SEVER PIPE HANGER BR. 405/23 957 - 960 SDI - SD3 SIGN LIGHT /SIGN MOUNT /SIGN STRUCTURE DETAILS 961 - 964 BRI - BR4 DOUBLE CANTILEVER 2,3 & 4 965 - 968 BR1 - BR4 678 -709 969 - 976 BRI - S1 - S32 SIGNING PLANS 977 - 585 BR9 - BR17 SIGN BRACKETS 6,7, & 10 710 -723 BRI - BR14 SIGN BRIDGES 724 -730 OTTC1 -OTTC7 OUANTITY TABULATION TRAFFIC CONTROL 731 OTMB1 QUANTITY TABULATION MOVEABLE BARRIER 732 -738 TC1 -TC7 CONSTRUCTION SIGNS CLASS A 739 TC8 TEMPORARY MEDIAN PAVING- PHASE 1 740-760 TC9 -TC29 TRAFFIC CONTROL - SR181 - PHASE 2 761-764 TC30- TC33 TRAFFIC CONTROL - SR169 - PHASE 2 765 -772 TC34-TC41 TRAFFIC CONTROL - NE PARK NB - PHASE 2 773 -779 TC42 -TC48 FTRAFFIC CONTROL - NE PARK SB - PHASE 2 RE OOH STATE FED. Al D PRUJ . NO. 10 WASH DESIGNED BY D. THOMPSON ENTERED BY D. THOMPSON CHECKED BY R. SUAFOA JOB NUMBER 94 WO97 PROJ . ENGR. J, JOHNSON D I ST . ADM. R. .0. ANDERSON CONTRACT NO, Y %s(o DATE DATE REVISION 1BY1 VOLUME 5 890 i -6 INDEX 891 - 913 BRI - BR23 SRI81 D`XING 405/11 WIDENING 914 -- 932 BRI - BR19 BRIDGE 405/25W WIDENING 933 - 954 BR1 - BR22 E N RAMP BRIDGE 955 - 956 BR1 - BR2 LAYOUT /DETAILS - STORM SEVER PIPE HANGER BR. 405/23 957 - 960 SCD1 - SCD4 CAMERA POLE /CAMERA BASE 961 - 964 BRI - BR4 DOUBLE CANTILEVER 2,3 & 4 965 - 968 BR1 - BR4 CANTILEVER 1 AND 5 THRU 16 969 - 976 BRI - BR8 SIGN BRACKETS 1,2,3,4,5 977 - 585 BR9 - BR17 SIGN BRACKETS 6,7, & 10 PLAN EFERENCE NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DISIGNATIONS NO. AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, SHEET REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. OF SHEETS PROGRAM DEVELOPMENT DIVISION Alft Woshington State W4ffl Department of Transportotion CALlSERS\XL0560\W94097T.€3CN it Mli STRUCTED uNLY SR 405 TUKWILA TO FAGTDRIA SUDI - STAGE I INDEX I -- 2 SHEET 2 OF 985 SHEETS a . 7 z � L a ,%r N 3 � cr7 O �"-no OL x o 9 M uu V) H PLOT1 BRIDGE 405/5 VIC MP 0.34 INCLUDED IN PROJECT 1 e an 11611 i BRIDGE 405112 W= BRIDGE 405/1 E VIC MP 1.14 NOT INCLUDED' IN PROJECT BRIDGE 405//`,14 VIC MP 20.6; NOT I NCLUDE:D IN PROJECT r o BRIDGE 405/15 W BRIDGE 405/15 E VIC MP 2.30 NOT INCLUDED IN PROJECT BRIDGE 405/16 W BRIDGE 405/16 VIC MP 2.77 NOT INCLUDED IN PROJECT BRIDGE 405/17 VIC MP 2.86 NOT INCLUDED IN PROJECT DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. DIST. ADM. Pt . %AV i i■ I f., a M. LABORN R. SUAFOA J. JOHNSON R.Q. ANDER ...,. f I■i . DATE DATE REVISION BEGIN PROJECT SR 405 STA. LS 206 +77,28 MP 0,00 REGION un IS TAT 10 !WASH JOB NUMBER 94WO97 CONTRACT NO. BY q7 5 G FED, Al D PROJ AO. 1►l�ll I U SCALE PROGRAM DEVELOPMENT DIVISION Ad ft Washington State V,fp Department of Transportation C:\USER5\XL0560\w94097C.DGN END PROJECT STA LR 206 +67,20 MP 11,34 1 1 1 -----------------------------r_----____-__-___,____-- FQCINDROA UNTERCHANGE BRIDGE 405/35 E BRIDGE 405/35 W BRIDGE 405/35 N -E BRIDGE 405/35 N-W BRIDGE 405/35 SE VIC MP 11.15 NOT INCLUDED 1 LR 174 +98.23 P.O.T. (I2' RT) AHD. SIB 405 TUKWILA TO FAGTORIA SUDI - STAGE I VICINITY MAP V1 SHEET 3 OF 985 METS <� ,r2 e4e) / --) NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND, ON THAT SHEET. CODE D 1 -1 Dl-3 D1-4 D1-5 Dl-6_ Dl-7 D2 -1 'D2 -2 D3-1 D3-2 D3-3 LOCATION B R 111+66( 36.25' RT.) TO B R 110 +95.70 (51.4' RT) BR 112 +34 (22.3 RT) - 3 -8 3-7 L D3-10 D3-11 D3-12 L 113 +80 (81 RT) BR 108 +14 (91' RT) TO 110 +95.7 (51.4' RT) L 116 +00 (73' RT) -7 f) L 118 +51 (71' RT) L 121+50(65.01 RTC L 123 +80 (61' RT) L 308 +55 (42' LT) JOB NUMBER 97 / L L 314 +11 (6' RT.) TO 313 +00 (6' RT) n.4 D3-4 L 309+41 (2' LT) TO 324 +07.16 (6.0' RT) D3-5 D3-6 L 309+41 (61 RT) TO 324 +10 (6 RT) L 310 +00 (6' RT.) TO 313 +00 (6' RT) - 3 -8 3-7 L D3-10 D3-11 D3-12 �3o9- 340Zg TO 3/0406Z8- C(�n►KT L 309 +51.4 (51.5' LT) TO 309 +30 (49' LT) STATE -7 f) Lf O +06.46(69.13' • L X49.0' . ' JOB NUMBER 97 . L 314 +11 (6' RT.) TO 313 +00 (6' RT) CONTRACT NO. 4-1 7 50b D3-13 L 314 +11 (78' RT) D3-14 D3-15 L 315 +50 (6' RTj TO 317 +00 (6.0' RT) L 317 +00 (6.0' RT.) TO 317 +60 (6.0' RT) D3-16 D3-17 D3-18 L 317 +60 (6.0' RT) TO 318 +60 (6.0' RT) L 318 +60 (6.0' RT.) TO 319 +00 (6.0' RT) L 319 +00 (6.0' RT.) TO 321+92.8 (6.0' RT) AtU 0Y R. SUAFOA • J. JOHNSON • R.Q. ANDERSON SHEET TOTAL. 7/17/95 w 0 d z D w Er EACH STRUCTURE NOTES 5 sr- ..� REGION N•O. STATE -7 f) Lf O WASH JOB NUMBER 97 CONTRACT NO. 4-1 7 50b BY 0 r J z Q Z N w LL Es Z [r7 Z w F-- F- ¢ "-� Z _- Z O J U z ❑C Q Q ME M U w z LLJ a Q j CL Z D F-_ < d Q w F _ ---I � Z >_ F-•• U C3 0 w X w 0 w H z F--- z p Q 0 Q} W U J W Z _j W W © J 0 F- F_ w w w t-Q z¢ oQ o CC arc fr ac cc w © = U a_ = U C3 0 EACH EACH EACH O.Y. C.Y. G.Y. C.Y. EACH EACH EACH 1 0 0 1 1 1 1 L 31 I- �� M-73 F?T o 310 4o6�� /l Zoe 7 = Z, 13 - -F o 0 / i To 313- oolr�of 400 X111'RT.. DATE -� -DATE REVISION 1 z: -0-F 5 sr- ..� REGION N•O. STATE 10 WASH JOB NUMBER 97 CONTRACT NO. 4-1 7 50b BY 116 FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER J `�-z GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL oc PURPOSES ONLY. w �-- cn ~ w C�3 6 w z *� SEE SPECIAL PROVISIONS. Q Z Q CC. J cn z 1. -- EXTEND AND CONNECT EXISTING PIPE CC TO NEW CATCH BASIN OR MANHOLE, cn Q w w - . 2 SEE DRAINAGE DETAILS DD1 TO DD8 . L.F. C.Y. 3 3. - EMBANKMENT COMPACTION USED FOR 14 BUILDING BIOFILTRATION SWALE BANKS. SEE 8126 ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 8,26 4. - CONNECT EXISTING STORM SEWER PIPE 8,26 TO NEW CATCH BASIN. 8,26 5. -- SEE CAST -IN -PLACE CONCRETE BARRIER 8,26 TYPE 4B DETAIL ON SHEET BD-4. 8,26 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 9,24,25,25 2,9,14 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE ,r TO MANHOLE (SEE BRIDGE PLAN). 8,26 8. - PLUG ABANDONED PIPE. SEE PAVING 26 QUANTITY TAB FOR ADDITIONAL CONCRETE 14 CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR 2112114_ EXACT LOCATION AND TYPE OF PLASTIC 2'14'27 DRAINAGE MARKING, SEE CHANNELIZATION 2'14'1$'19 DETAILS SHEET CD -2. 28131 2,9,14 10. -- USE SOLID METAL COVER FOR CATCH 9,24,25 BASIN IN PLACE OF GRATE. 4,9,14 11. - SEE ILLUMINATION AND POWER 9,26 DISTRIBUTION PLAN SHEETS FOR INFOR- 11914 MATION REGARDING UTILITIES IN THIS AREA. 14 12. - USE SIZE 660 COALESCING PLATE WITH 9114 MAXIMUM PROCESS FLOW OF 415 GPM AND 9,14 DESIGN FLOW OF. 125 GPM. 9,14 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 9 6 UTED ,z C �3-6- 9,26 PLANSPY ONLY 7Washington State v! Department of Transportation 0 SR 405 TUKWILA TO FACTGRIA SC &AI ,- STAGE I NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D1 -1 BR 111 +66(36.25' RT.) TO B R 110 +95.70 (51.4' RT) D 1 -3 BR 112 +34 (22.3 RT) D 1-4 L 113 +80 (81 RT) D1-5 B R 108 +14 (91' RT) TO 110 +95.7 (51.4' RT) D 1 -6 L 116+00 (73' RT) D1-7 L 118 +51 (71' RT) D2--1 L 121+50(65-01 RT) D2,-2 L 1 3 +80 (61' RT) D3-1 L 308 +55 (42' LT) D3--2 my r� a rsnA . '7'[f I a ►] ! "i] T� sno . 7D It]] t Tl ...... _ D3-4 L 309+41 (2' LT) TO 324 +07.16 (6.0' RT) D3-5 L 309+41 (6' RT) TO 324 +10 (6' RT) D3-6 L 310 +00 (6' RT.) TO 313 +00 (6' RT) D3-7 L 309 +51.4 (51.5' LT) TO 309 +30 (49' LT) C-7 nfr-n l 4, -T 3 L 312 i 95 (4 94 ' -�� .' D3-12 L 314 +11 WI RT.) TO 313 +00 (6' RT) D3-13 L 314 +11 (78' RT} D3-14 L 315 +50 (6' RT.) TO 317 +00 (6.0' RT) D3-15 L 317 +00 (6.0' RT.) TO 317 +60 (6.0' RT) D3-16 L 317 +60 (6.0' RT) TO 318 +60 (6.0' RT) D3-17 L 318 +60 46.0' RT.) TO 319 +00 (6.0' RT) U3-18 I L 319 +00 (6.0' RT.) TO 321+92.8 (6.0' RT) S. LARSON R. SUAFOA • J. JOHNSON R.Q. ANDERSON SHEET TOTAL 7117, _A r • •r •r C.Y. i t .� 31 i +- ii 4- DATE 1 _ DATE STRUCTURE NOTES GENERAL NOTES: w d < d < Q o 14 -- ACCEPTABLE ALTERNATES FOR STORM © o a cc o o w Q z z z 0 z z w SEWER PIPE ARE: CID "' to VANiZED STEEL STORM SEWER P E. wrr cli C4 cv a ,- cv � 2 w a a a � J a a a co Q -TR. 5, IN. THICK. J ri z � ~ o ��•- cn ? JR.2 WITH DED ASKETED c� z `° z z z z ac z z z ° LONG ITU DI NA 0.064 1N. THICK, 0 CL w CC cwi x �� Q� ¢ ¢ Q � w n �. o ca z m z m c� m m m o° z DIAM E 3 INCHES LARD HAN _ Lu x W = Q Z _ DC Z = = Z z G F- t � �' 0 E-- c� c� c� �.� _z � c� C 1 F I E D. co Q © d �-- cr. t- - cc cn I— F_ F-- < D z rr Q p < p Q w ¢ ¢ ¢ w w 7i4�Ks- � c% _ ° 0 U. U w 0 cc � � � ~ a. z v' ST STORM SEINER PIPE: C.Y. TON L.F. L.F. EACH EACH EACH EACH EACH EACH L.F. L.F ALUMINIZED EEL - TR. 5, 0.064 !N. THICK. - PLAIN WITH GASKETED OR WELDED AND 1 60 54 14 REMETALIZED LONG ITU DINAL'S EAMS, 0.064 IN. 8,26 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 8,26 10 INUM STORM SEWER PIPE: 8126 -TR. 57 0. .THICK. -PLAIN WITH GAS LONGITUDINAL 8,26 SEAMS N. THICK, DIA 3 INCHES 8,26 ER THAN SPECIFIED. 8,26 i SPIRAL RIB STORM SEWER PIPE: _PLAIN ALUMINUM OR PLAIN N A R R Oi{li PITCH 9,24,25,26 ALUMINUM, 0.0601 N. THICK. 80 2,9,14 - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. 8,26 - T NlZED STEEL OR TR. 2 26 PITCH GALVANIZ 64 IN. THICK. 1 300 14 E 8 -9.9 OF HYDRAULICS M . . THERMOPLASTIC STORM SEINER PIPE 20 2' 12' 14 CONFORMING TO SECTION 9 -05.19 OFTH E 1 2'14,27 AMENDMENT TO THE STANDARD 4-9- 0 21114,18,19 SPECIFICATIONS. SIZE NOT TO EXCEED 24 C) _ - -711 1 ', 28,31 IN. COVER NOT TO EXCEED 15 FEET. i a 180 2, 9,14 9,24,25 # 120 419,14 9,26 1 150 150 11,14 1 60 60 14 ti 1 100 100 9114 1 40 40 9,14 � � 90 290 9 14 CON(%TRU � 1 2 S 9 PLAINS" ONLY 9,25 9,26 n �-�-- Sic F z� -1 --4- -- —634- - REGION NO. STA E FED. AID. PROS. NO. ENVIRONMENTAL & ENGINEERING SR 405 S N -� 1 � WASH S E R V I C E CENTER Washington State TUKWILA TO FACTOR IA Department of Transportation SC8Dt -- STAGE 1 JOB NUMBER SHEET D4WO97 96 CONTRACT NO. STRUCTURE NOTES 98 5 [REVISION BY L'/ �> 15— 6/ A SHEETS ....... -_ _ - ____.. ................. ..... -- - - .. . ............ .... - S� <pos /yi 7 9 NOTE: a �_ L 309+41 (6' RT) TO 324 +10 (6' RT) THE FIRST NUMBER OF THE CL ac a' CC L 3p9 +34(1z5'9T)7_0 3 10 -(OG'8 (/ ?_0`� "CODE DESIGNATION" BELOW L 309 +51.4 (51.5' LT) TO 309 +30 (49' LT) w + . REFERS TO THE SHEET NO. OR n n GASKETED LONGITUDINAL SEAMS, 0.064 IN. THE SHEET REFERENCE NO. CC . SHOWING THE DRAINAGE FEATURE. r 7117/95 D3-12 THE SECOND NUMBER REFERS TO D3-13 L 314 +11 (78' RT) D3-14 THE DRAINAGE FEATURE z L 317 +00 (6.0' RT.) TO 317 +60 (6.0' RT) D3--16 FOUND ON THAT SHEET. 0 a 0 < 9,26 Z ;2� 11114 ;2� 14 a_ ° a � CODE L.F. L.F. Dl-1 BR 111 +66(36.25' RT.) TO w w. BR 110 +95.70 (51.4'13T) D1-3 BR 112 +34 (22.3 RT) O D1-4 L 113 +80 ( 81 RT) © n F- D1-5 BR 108 +14 (91' RT) TO 110 +95.7 (51.4' RT) z D1-6 L 116 +00 (73' RT) z Dl-7 L 118 +51 (71' RT) D2 -1 L 121+50(65.0' RT) z D2 -2 L 123 +80 (61' RT) D i _/ (29"AT) D3-1 L 308 +55 (42' LT) r r� a ti: u; Z z D3-3� z 0 Z a D3-4 L 309+41 (2' LT) TO 324 +07.16 (6.0' RT) D3-5 L 309+41 (6' RT) TO 324 +10 (6' RT) D3-6 L 310 +00 (6' RT.) TO 313 +00 (6' RT) D3 -a L 3p9 +34(1z5'9T)7_0 3 10 -(OG'8 (/ ?_0`� D3-7 L 309 +51.4 (51.5' LT) TO 309 +30 (49' LT) + . D3-9 L . . ' T . WASH GASKETED LONGITUDINAL SEAMS, 0.064 IN. DESIGNED BY K. EZEOKEKE D3-10 . D3-1 r 7117/95 D3-12 L 314 +11 (6' RT.) TO 313 +00 (6' RT) D3-13 L 314 +11 (78' RT) D3-14 L 315 +50 (6' RT.) TO 317 +00 (6.0' RT) D3-15 L 317 +00 (6.0' RT.) TO 317 +60 (6.0' RT) D3--16 L 317 +60 (6.0' RT) TO 318 +60 (6.0' RT) D3-17 L 318 +60 (6.0' RT.) TO 319 +00 (6.0' RT) D3-18 I L 319 +00 (6.0' RT.) TO 321+92.8 (6.0' RT) 300 15 �11) rw W co w O co <3 o� u.: v w Z CC v _j a- 0 a L.F. a — 175 ;g 11-x- , i 2-c)', 111 SHEET TOTAL I ' _-60` cm STRUCTURE NOTES +45- t i 17W 1 TANKS: 9,24,25,26 ACCEPTABLE ALTERNATES FOR STORM 2,9,14/0 REGION N°. STATE J 8,26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR 26 1 WASH GASKETED LONGITUDINAL SEAMS, 0.064 IN. DESIGNED BY K. EZEOKEKE !Y 2,12,14 ENTERE15 BY S. LARSON 7117/95 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 2114,18,19 CORRUGATIONS WITH WELDED OR to GASKETED LONGITUDINAL SEAMS, 0.064 IN. co TH ICK. (n JOB NUMBER 94WO97 PROJ. ENGR. J. JOHNSON 19. SEE "BACKFILL DETAIL FOR CONCRETE < 9,26 co U 11114 0 14 cc o CONTRACT NO X a FATE O tr REVISION BY w w. O © n F- F z z z z z d D ° r r� a ti: u; Z z u.; z z 0 Z a Z Q Z Q Z uj ? � w []C rn w rr v w �• CC cc p Z cn !S 0 = w Q �'w w w << cc �z U a. a_ 0 a_ CL 0 a CL 0 (n c 7 LLB.. U- cD L.F. L.F. L.F. EACH L.F. L.F. L.F. +45- t i 17W 1 IT 41 401 ENVIRONMENTAL & ENGINEERING SERVICE CENTER q2 z H Q w o � z a_ Z) � 0.[63:1 0 ul Z m z Q uu o CC I- z co � rn EACH 1 to ly Z m z Q Q a Z � o CL 0 EACH 71q 17� r J m z L ac a z ° o 0 t-, EACH Washington State VAF 'Department of Transportation 0 GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. W 16. - THE ONLY ACCEPTABLE ALTERNATES o FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J cc iz -PLAIN WITH GASKETED OR WELDED AND cD REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 8,26 PITCH ALUMINIZED STEEL 0.109 IN. THICK. 8,26 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN 8,26 B-12. 8,26 8,26 8,26 18. —FOR 72, 96 AND 120 INCH DETENTION TANKS: 9,24,25,26 ACCEPTABLE ALTERNATES FOR STORM 2,9,14/0 REGION N°. STATE FED. AID. PROJ. NO. 8,26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR 26 1 WASH GASKETED LONGITUDINAL SEAMS, 0.064 IN. DESIGNED BY K. EZEOKEKE THICK. 2,12,14 ENTERE15 BY S. LARSON 7117/95 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 2114,18,19 CORRUGATIONS WITH WELDED OR CRECKED E37 R. SUAFOA GASKETED LONGITUDINAL SEAMS, 0.064 IN. 2,9,14 TH ICK. 9,24,25 JOB NUMBER 94WO97 PROJ. ENGR. J. JOHNSON 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 9,26 EGION • R.[ .ANDERSON 11114 20. SEE "BACKFILL DETAIL AND BOUYANCY 14 CONTROL FOR METAL PIPE DETENTION CONTRACT NO TANK", DD -2. FATE DATE REVISION BY IT 41 401 ENVIRONMENTAL & ENGINEERING SERVICE CENTER q2 z H Q w o � z a_ Z) � 0.[63:1 0 ul Z m z Q uu o CC I- z co � rn EACH 1 to ly Z m z Q Q a Z � o CL 0 EACH 71q 17� r J m z L ac a z ° o 0 t-, EACH Washington State VAF 'Department of Transportation 0 GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. W 16. - THE ONLY ACCEPTABLE ALTERNATES o FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J cc iz -PLAIN WITH GASKETED OR WELDED AND cD REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 8,26 PITCH ALUMINIZED STEEL 0.109 IN. THICK. 8,26 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN 8,26 B-12. 8,26 8,26 8,26 18. —FOR 72, 96 AND 120 INCH DETENTION 9,14 9,14 9,14 9 FOR "AS CONSTRUCTED 9,Z6 PL ANS " ONLY 9,26 5R 405 TUKWILA TO FACTORIA SN -3 SCI%Dl ,- STAGE I SHEET 97 STRUCTURE NOTES 985 SHEETS S2 � /aS I TANKS: 9,24,25,26 ACCEPTABLE ALTERNATES FOR STORM 2,9,14/0 SEWER PIPE ARE: A 6;1 -7,26 GALVANIZED STORM SEWER PIPE: 8,26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR 26 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK. 2,12,14 ALUMINIZED STEEL STORM SEWER PIPE: 2,14,27_ -TR. 2 WITH SMOOTH INVERT. 3" X 1" 2114,18,19 CORRUGATIONS WITH WELDED OR 28,31 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 2,9,14 TH ICK. 9,24,25 419114 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 9,26 11114 20. SEE "BACKFILL DETAIL AND BOUYANCY 14 CONTROL FOR METAL PIPE DETENTION TANK", DD -2. 9,14 9,14 9,14 9 FOR "AS CONSTRUCTED 9,Z6 PL ANS " ONLY 9,26 5R 405 TUKWILA TO FACTORIA SN -3 SCI%Dl ,- STAGE I SHEET 97 STRUCTURE NOTES 985 SHEETS S2 � /aS I NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D1 -1 BR 111 +66(36.25' RT.) TO BR 110 +95.70 (51.41 RT) Dl -3 BR 112 +34 (22.3 RT) --61-4 -4 L 113 +80 (81 RT) -b l-5 BR 108 +14 (91' RT) TO 110 +95.7 (51.41 RT) 61-6 L 116 +00 (73' RT) 61-7 L 118 +51 (71' RT) 62 -1 L 121+50 (65.0' RT) D2 -2 L 1 3 +80 (61' RT) old Ll �7 So' RT) D3-1 L 308 +55 (42' LT) 53--2 D3 -3 ' D3,4 L 309+41 (21 LT) TO 324 +07.16 (6.0' RT) D3--5 L 309+41 (6' RT) TO 324 +10 (6' RT) D3-6 L 310 +00 (6' RT.) TO 313 +00 (6' RT) 09 f 3 Ins e 3la �-'g r zo' ►e�; D3--7 L 309 +51.4 {51.5' LT} TO 309 +30 (49' LT) My V ` v 7 1 Vtl. -i V,uv.y i. 1 v rV/ v• .y,v r_ -. 1 �3- 5 y 53-10 E 8 1 2:F95 (49.&ET-) Te 611+1 2.54-J694, 53-11 (49.0' D3-12 L 314 +11 (6' RT.) TO 313 +00 (6' RT) D3-13 L 314 +11 (78' RT) D3-14 L 315 +50 (6' RT.) TO 317 +00 (6.0' RT) D3-15 L 317 +00 (6.0' RT.) TO 317 +60 (6.0' RT) D3-16 L 317 +60 (6.0' RT) TO 318 +60 (6.01 RT) 53-17 LL 318 +60 (6.0' RT.) TO 319 +00 (6.0' RT) 63-18 L 319+00 (6.01 RT.) TO 321+92.8 (6.01 R STRUCTURE NOTES4 - ------ -- -- 11 7� 49 �O [ GENERAL NOTES: cr: cr 229 309 a. a- cr- Z W w w 0 a a a aM O w w _Q ¢ co ¢ z w � 21. SEE BIKE PATH QUANTITY TABULATION cc Z w w °- = ° ° R z z < FOR ADDITIONAL ASPHALT CONCRETE Y w to w O oo CO� m Q J ¢ w GUTTER QUANTITIES. *-- w � Q d a Z w w z W= 0: Q F" �- J I.-- �.- �- �w,. w = w J 22. PLAIN WITH GASKETED OR WELDED w w z ¢ AND REMETALIZED LONGINTUDINAL z a z © cn ua -1 w w C� C�3 U= w� x z ©�` © _" O w c� 0 Q hr¢ ¢ U U � 17 w� w� No No w� ° z =m 0 z SEAMS. cn p cn ° w c�7 cn Z .J T- J ,--- Z o z a �_ © C] z °° w cn Wiz ? m m ?w 0to v`°n qua MLd �w co p �c p� w O �, O w w o = .,.i .,.� °.x a- �?- a ac �-�- _ w 23. ACCEPTABLE ALTERNATIVE, PLAIN © rn Q ,� © © a. o 00 v t] ¢ a Q a Q cL a w cn ° cn co ALUMINIZED STEEL OR PLAIN NARROW EACH EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. PITCHED ALUMINIZED STEEL 0.079 IN. 30 120 14 THICK. ' 8,26 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER 8,26 -- __ - -- NOT SMALLER THAN 18 INCHES MAY BE 470 SUBSTITUTED FOR THE 24 INCH 8,26 DIAMETER CASINGS. 8,26 25. SEE SPECIAL PROVISION "STEEL 8,26 CASING PIPE INSTALLATION ". 8,26 ir. 1 00/ Aer YT a G) 4 -&to If FCC f M 7-0 41- --- SHEET TOTAL REGION NO. STATE K. EZEOKEKE 10 WASH S. LARSON 7123195 R. SUAFOA JOB NUiMER J. JOHNSON 94WO97 • R.Q. ANDERSON CrONTRACT NO. *7 DATE DATE REVISION BY �'� t 0 ENVIRONMENTAL &ENGINEERING SERVICE CENTER 1 1 180 440 � 1 280 2330 ■ R 1 170 1200 1 180 3 110 850 1 80 660 40 300 1 60 480 2 30 230 1 170 1380 1 1 1 4-5-- A 7-&- 257-8-- 1058A- Washington State WV Department of Transportation 26. SEE SPECIAL PROVISION "REMOVAL OF 11,14 14 9 9,26 SR 405 S N -4 TUKWIL.A TO FACTORIA SCa#.7l - STAGE I SHEET 9 OF STRUCTURE NOTES 985 SHEETS , STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 9,24,25,26 2,9,14 10 8126 26 14 2,12,14 2'14'27 2,14,18,19 28,31 2, 9,14 9,24,25 419,14 9,26 11,14 14 9 9,26 SR 405 S N -4 TUKWIL.A TO FACTORIA SCa#.7l - STAGE I SHEET 9 OF STRUCTURE NOTES 985 SHEETS , .kz �joS� <Jl7 r r f• NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. t Q z 0 W rt CODE LOCATION EACH D3--22 . . �i rJ m U c� a W ac 1wslel:i 1 15 1 W J Z z Q W cc EACH �- S 19 4-4- W j Z W M CC EACH � ? (5-1 'r -(-0 e 0 L K. EZEOKEKE S. LARSON R. SUAFOA J. JOHNSON • R.Q. ANDERSON DATE DATE e REVISI ■ s r r C.Y. REGION NO. 10 WASH JOB NUMBER 9 W 9 CONTRACT W. BY 7� c STRUCTURE NOTES 3y I .J Z v Q X � J FF- Q © z C.Y. 1 ..J z a Q Q X W Lu J Z Z .j c3 = C.Y. -6 1 .J z a Q Q X W zz a = C.Y. 3-7I W J Z J EACH 391 I W CL F- Z C'3 EACH ENVIRONMENTAL & ENGINEERING SERVICE CENTER 0 401 w U- 0 cv U-1 r Z W 0 EACH cc W C!� z U CL J 0) Q L.F. q1 0 W , VS. C.Y. 1 1 Amok Washington Mate Department of Transportation GENERAL NOTES: "GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. co O z ** SEE SPECIAL PROVISIONS. J w 1. - EXTEND AND CONNECT EXISTING PIPE a TO NEW CATCH BASIN OR MANHOLE. ui W c' 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 2'9'14926 3. -- EMBANKMENT COMPACTION USED FOR 2'14 BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 2 27 4. - CONNECT EXISTING STORM SEWER PIPE 14 TO NEW CATCH BASIN. 14 5. - SEE CAST-IN-PLACE CONCRETE BARRIER 2,12,14 TYPE 413 DETAIL ON SHEET BD-4. 2,14,27 6. - INSTALL STANDARD FRAME & GRATE FOR 2s 18119 CATCH BASIN. 28,31 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 2,14 14 TO MANHOLE (SEE BRIDGE PLAN). 2127 8. - PLUG ABANDONED PIPE. SEE PAVING 2,14 QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000.- 9114 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC �' 14 DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD-2. 14 10. - USE SOLID METAL COVER FOR CATCH 26 BASIN IN PLACE OF GRATE. 8x26 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- 14 MATION REGARDING UTILITIES IN THIS AREA. 2,27 12. -• USE SIZE 660 COALESCING PLATE WITH 2 MAXIMUM PROCESS FLOW OF 415 GPM AND 2 DESIGN FLOW OF 125 GPM. 15 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 2 2 FOR "AS CONSTRUCTED Avl c. tics u � SR 405 S N -7 TUKWILA TO FACTORIA SC &DI .- STAGE I SBEET 101 STRUCTURE NOTES 9a5 SHEETS s� Lids /5'i� D3-23 L 319+45.6 (4.5' RT) TO 319+45.6 (5.5' LT) U D-3-2-5 $:fry' L --- L 310 `t T- . 78-10 t '6 I _ 62.2 D3-26 21 cl . . L 3 /14- Ll S� 1 I ° ��J �7 ~� � 1 � S0 7-C f -- D4--1 D4 -2 L 320 +84.47 (53' LT} TO ' /6-3; � ` �J. �� � D4 -3 L 322 +10 (53' LT) TO 320 +84.47 (53' LT) �1 o' L .r . . D4 -5 L 321+92.8 (6.0' RT.) TO 324 +00 D3 --�z L,' �> i3 4-- S 0 f 7- D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) D4 -7 L 322 +60.08 (53' LT) TO 322 +15.58 (53' LT) D4 -8 L 324 +10 52' RT) . L 324 +00 (1.4' RT.) TO 326 +00 (. RT) _- S7 D4 -9 D4 -10 L 326 +00 (�. RT.} TO 328 +00 ( RI) D4 -11 IL 326+95'(62f RT) . i �D4 -12' I.f 7 0 33 D4 -13 L 329 +00 (3' LTA 1 D4 -14 L 329 +00 (0.5' RT) 1 V-3-- L 3OL-~O�5 I16' , -D4-1-5 --. ' Wq- D4 -16 L 330 +00(2' RT) TO 332+04.84(3' RT) D4 -18 L 332 +04.84 (3' RT) TO 332 +10.42 (3' RT) D4 -20 L 332 +80.00 (0' RT) D4 -23 L 321+51-05 (53' LT) _ �'- D4 -24 q ' Z_ -3 Z -L{ 7-d Z_ 3 /may] � /p , D5-1 L 333+40 (, 'RT) -' -. .; D5-3 D5-5 L 333 +60 ( [ L 333 +87 . ��, �', S S 1 SS S SHEET TOTAL e 0 L K. EZEOKEKE S. LARSON R. SUAFOA J. JOHNSON • R.Q. ANDERSON DATE DATE e REVISI ■ s r r C.Y. REGION NO. 10 WASH JOB NUMBER 9 W 9 CONTRACT W. BY 7� c STRUCTURE NOTES 3y I .J Z v Q X � J FF- Q © z C.Y. 1 ..J z a Q Q X W Lu J Z Z .j c3 = C.Y. -6 1 .J z a Q Q X W zz a = C.Y. 3-7I W J Z J EACH 391 I W CL F- Z C'3 EACH ENVIRONMENTAL & ENGINEERING SERVICE CENTER 0 401 w U- 0 cv U-1 r Z W 0 EACH cc W C!� z U CL J 0) Q L.F. q1 0 W , VS. C.Y. 1 1 Amok Washington Mate Department of Transportation GENERAL NOTES: "GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. co O z ** SEE SPECIAL PROVISIONS. J w 1. - EXTEND AND CONNECT EXISTING PIPE a TO NEW CATCH BASIN OR MANHOLE. ui W c' 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 2'9'14926 3. -- EMBANKMENT COMPACTION USED FOR 2'14 BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 2 27 4. - CONNECT EXISTING STORM SEWER PIPE 14 TO NEW CATCH BASIN. 14 5. - SEE CAST-IN-PLACE CONCRETE BARRIER 2,12,14 TYPE 413 DETAIL ON SHEET BD-4. 2,14,27 6. - INSTALL STANDARD FRAME & GRATE FOR 2s 18119 CATCH BASIN. 28,31 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 2,14 14 TO MANHOLE (SEE BRIDGE PLAN). 2127 8. - PLUG ABANDONED PIPE. SEE PAVING 2,14 QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000.- 9114 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC �' 14 DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD-2. 14 10. - USE SOLID METAL COVER FOR CATCH 26 BASIN IN PLACE OF GRATE. 8x26 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- 14 MATION REGARDING UTILITIES IN THIS AREA. 2,27 12. -• USE SIZE 660 COALESCING PLATE WITH 2 MAXIMUM PROCESS FLOW OF 415 GPM AND 2 DESIGN FLOW OF 125 GPM. 15 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 2 2 FOR "AS CONSTRUCTED Avl c. tics u � SR 405 S N -7 TUKWILA TO FACTORIA SC &DI .- STAGE I SBEET 101 STRUCTURE NOTES 9a5 SHEETS s� Lids /5'i� �6 i : NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. a cc CL w 0 n CL CODE C.Y. D3-22 L,919+48,2.1,61, . ' ❑3-23 L 319+45.6 (4.5' RT) TO 319+45.6 (5.5' LT) Mf% n ■ Lt na t% . CP! !nn T► cc cc w co C.Y. a co cc cr TON • 14 - ACCEPTABLE ALTERNATES FOR STORM F SEINER PIPE ARE: cn -GALVANIZED STEEL STORM SEWER PIPE: <* Q Q JR. 2 WITH W SKETED J LUNG ITU DINA S, 0. N. THICK, D3-26 z 2- 311 q)q II r. cv o- w ,— a. cv cv - TR. 510.064 IN. THICK. 2'9'14'26 _ PLAIN WITH GASKETED OR WELDED AND 29 -3f `7 -i-- gc , r2 Lo b } , . I , 0 �-g -I _ s -�r - -� -� 3- m 0 m D4 -1 Q D4 -2 L 320 +84.47 (53' LT) TO U U D4 -3 L 322 +10 (53' LT) TO 320 +84.47 (53' LT) 14 SEAMS . THICK, DI R 3 INCHES 2,12,14 GER THAN SPECIFIED. L 321+92.8 (6.0' RT.) TO 324 +00 SPIRAL RIB STORM SEWER PIPE: D4 -5 PLAIN ALUMINUM OR PLAIN NARROW PITCH 5 / L. i, ALUMINUM, 0.060 IN. THICK. 2,14 - PLAIN ALUMINIZED STEEL OR PLAIN D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) THICK. D4 -7 L 322+60.08 (53' LT) TO 322 +15.58 (53' LT) 2,27 PITCH GALVANIZ .064 IN. THICK. D4 -8 L 324 +10 (52' RT) 8 -9.9 OF HYDRAULICS THERMOPLASTIC STORM SEWER PIPE Q 4-'l 6 I ' LT. CONFORMING TO SECTION 9 -05.19 OFTHE 9,14 AMENDMENT TO THE STANDARD D4 -9 L 324 +00 (,2.4. RT.) TO 326 +00 RT) SPECIFICATIONS. SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. D4 -10 L 326+00 RT.) TO 328+00 . ' RT) D4 -11 L 326 +95 (52' RT) gel D4 -12 L 328 +00 Q:A -RT.) TO 330 +004:i. RT) D4 -13 L 329+00 (3' LT) D4 -14 L 329 +00 (0.5' RT) D4--16 L 330 +00(2' RT) TO 332+04.84(3' RT) D4 -18 L 332+04.84 (3' RT) TO 332 +10.42 (3' RT) D4 -20 L 332 +80.00 (0' RT) D4 -23 L 321+51-05 (53' LT) D4 -24 f 324 f 0- t -25 L32-D + 134, 64&, ' L-r�. D5-1 L 333+40 .y ' RT) D5-3 L 333+6D /- 2 fr D5-5 L 333+8744,41 0' 0' -ZCa 39t +,99- � SHEET TOTAL rir-U D T S. LARSO �KED 137 R. SUAFC • . J. JOHNS • R.Q. AND 7117 DATE FE REVISIO v z - a. Q w Z ° L.F. 11-450 (120 830 v z w w CL a Q cc L.F. �a �30 REGION NO. STATE 10 WASH JOB NU MB E R 94WC97 CONTRACT NO. BY�4 S'T'RUCTURE NOTES d 0 z cq w a. I— w Z J z M z 0 U U- EACH 1 1 1 51� cm w H >_ !� z Is M z cc U Q EACH 1 D 0 1 1 1 1 1 j ENVIRONMENTAL & ENGINEERING SERVICE CENTER 14 - ACCEPTABLE ALTERNATES FOR STORM F SEINER PIPE ARE: cn -GALVANIZED STEEL STORM SEWER PIPE: <* Q Q JR. 2 WITH W SKETED J LUNG ITU DINA S, 0. N. THICK, z E•- z z CIFIED. l cv o- w ,— a. cv cv - TR. 510.064 IN. THICK. 2'9'14'26 _ PLAIN WITH GASKETED OR WELDED AND z _� z z z Q m m m 0 m z Fr Q ¢ w Q U [cc C] U U EACH EACH EACH EACH D 0 1 1 1 1 1 j ENVIRONMENTAL & ENGINEERING SERVICE CENTER aW. Ei w co CC 0 cn a w L.F. 40 10 10 10 130 10 210 50 200 200 200 210 cm w w 0 cn � Q z_ o CL CL Z L.F m O w 45 200 200 200 205 Washington State Department of Transportation GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM F SEINER PIPE ARE: aW. Ei w co CC 0 cn a w L.F. 40 10 10 10 130 10 210 50 200 200 200 210 cm w w 0 cn � Q z_ o CL CL Z L.F m O w 45 200 200 200 205 Washington State Department of Transportation GENERAL NOTES: 14 26 8,26 14 2,27 2 2 15 2 2 2 FOR "AS CONSTRUCTED P LANS" ONLY SR 405 SN -S TUKWIL.A TO FAC TCRfA SCIIpi -- STAVE' t SHEET 102 of STRUCTURE NOTES 985 SHEETS s2 0 4/ or /5�i7 14 - ACCEPTABLE ALTERNATES FOR STORM SEINER PIPE ARE: cn -GALVANIZED STEEL STORM SEWER PIPE: TR. 5, 0. N. THICK. z JR. 2 WITH W SKETED J LUNG ITU DINA S, 0. N. THICK, z DIAM INCHES LARGER TH- c� CIFIED. w w t" ALUMINIZED STEEL STORM SEWER PIPE: - TR. 510.064 IN. THICK. 2'9'14'26 _ PLAIN WITH GASKETED OR WELDED AND 2,14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 2 27 INUM STORM SEWER PIPE: 14 TR. 5, 0. .THICK. - -PLAIN WITH GAS LONGITUDINAL 14 SEAMS . THICK, DI R 3 INCHES 2,12,14 GER THAN SPECIFIED. 2,14,27 SPIRAL RIB STORM SEWER PIPE: PLAIN ALUMINUM OR PLAIN NARROW PITCH 28,31 ALUMINUM, 0.060 IN. THICK. 2,14 - PLAIN ALUMINIZED STEEL OR PLAIN 14 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. - LVANIZED STEEL OR TR. 2,27 PITCH GALVANIZ .064 IN. THICK. 2 114 8 -9.9 OF HYDRAULICS THERMOPLASTIC STORM SEWER PIPE 9'14 CONFORMING TO SECTION 9 -05.19 OFTHE 9,14 AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. 14 26 8,26 14 2,27 2 2 15 2 2 2 FOR "AS CONSTRUCTED P LANS" ONLY SR 405 SN -S TUKWIL.A TO FAC TCRfA SCIIpi -- STAVE' t SHEET 102 of STRUCTURE NOTES 985 SHEETS s2 0 4/ or /5�i7 NOTE: THE FIRST NUMBER of THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE No. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS To THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D3-22 . D3-23 L 319+45.6 (4.5' RT) TO 319+45.6 (5.5' LT) �- 914 4 794 IR 9T D3-26 D3 27 a7-+C 3 59 . i ! 7 �y -7 D3-28 D4 -1 D4 -2 D4 -3 ' , . L 320 +84.47 (53' LT) To L 322 +10 (53' LT) TO 320 +84.47 (53' LT) D4-4 ' D4--5 L 321+92.8 (6.0' RT.) TO 324 +001 D3, - z 3a -50 ( 3 Z D4 -6 D4 -7 L 322 +15.58 (53' LT) 322 +10 (53' LT) L 322 +50.08 (53' LT) TO 322 +15.58 (53' LT) D4 -8 L 324 +10 (52' RT) D3 -33 l.3 -�-q o r5l, LT , D4 -9 D4 -10 L 324 +00 t R .) TO 326+00 '' €2�RT) L 326+00f".- 26 +00 . 'RT.) TO 328 +00 RT) D4 -11 L 325 +95 (52' RT) � Z D4-12 L 328+00 �8'--R�.) To 330 +00 RT) D4 -13 L 329+00 (3' LT) D4 -14 L 329 +00 (0.5' RT) STRUCTURE NOTES*, ,43Z'04- '.q t 3'z.T j Z 31q� �La_r,&3 r 6 I 121 R feT, 1 L ■ FIRM owl L.F. 16 45 m 59 L 330 +00(2' RT) TO 332 +04.84(3' RT) iii Z 74 Z 64 1�:S� w ©.. w a cc w w w cr w w W cc w w ci m cr: w � Z FL co C/) ui co z w W c D4 -20 L 332 +80.00 (0' RT) w w � =< � cn � cn EACH � ? p z co w � o cn v3 o co L.F. 0 cn 4 co a � 0 o z z z z L 333+40 . ' w c 7 cn C0.7 •a U Q U d D&-3 U` a z z u: Z z u: Z o z u: Z ca z L 333+87 11 . Cl' u: Z z z oc o c°ao c°�© ww �� acv l - LQ A-0 � T� �° co S � - E 0/c_ , CL ct SHEET TOTAL a. � � [in J CL U a 0 CL BY K. EZEOKEKE Ua. SERVICE CENTER Quwi 137 S. LARSON 711795 L.F. L.F. L.F. L.F. L.F. PROT ENGR. L.F. EACH 103 "�'�' .� z L3 7� 1 1 a I i 3 ,LT , 10 ,43Z'04- '.q t 3'z.T j Z 31q� �La_r,&3 r 6 I 121 R feT, 1 L ■ FIRM owl L.F. 16 45 m . 7c; L 330 +00(2' RT) TO 332 +04.84(3' RT) iii Z 74 Z d C7 D4 -18 � w z w 6 W ci m m Y Z Z < <� ui g° z z ° c D4 -20 L 332 +80.00 (0' RT) Z =� D 0) =< f_ cn a cn EACH 1 ? (= z LL � � v3 L.F. L.F. . 1 I I I 1 __l_-- Washington State rr Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. cn w 16. - THE ONLY ACCEPTABLE ALTERNATES �- FOR ALUMINIZED STEEL STORM SENDER PIPE z ARE: aE �z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. 2'114'26 SPIRAL RIB STORM SEWER PIPE: 2'14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 2 17. - USE CONCRETE PIPE ANCHORS. SEE 27 SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B -12. 14 2t 12,14., 2914,27 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: 2,18,19, 28,31 ACCEPTABLE ALTERNATES FOR STORM 2,14 SEWER PIPE ARE: 14 GALVANIZED STORM SEWER PIPE: 2,27 -TR. 2 WITH SMOOTH INVERT. 3"X 1" 2114 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 9'14 ALUMINIZED STEEL STORM SEWER PIPE: 9,14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK. 26 8 =26 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD-2. 14 20. SEE "BACKFILL DETAIL AND BOUYANCY 2127 CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. 2 2 15 2 FOR "AS COIN'STRUCT�_ 2 ED 2 Pt.P.N.Sfy ONLY SR 405 SN -9 TUK IILA TO FACTOR IA r STAGE 1 SHEET 10-5 OF STRUCTURE NOTES 9815 SHEETS D4-16 L 330 +00(2' RT) TO 332 +04.84(3' RT) 74 o D4 -18 L 332+04.84 (3' RT) TO 332 +10.42 (3' RT) w z 6 m m m h- ui z z ° c D4 -20 L 332 +80.00 (0' RT) Z D 6- D 0) T f_ EACH EACH EACH EACH D4 -23 L 321+51.05 (53' LT) D4 -24� D5-1 L 333+40 . ' D&-3 L 333 +80 . . v . D5-5 L 333+87 11 . Cl' -2 l - LQ A-0 � T� S � - E 0/c_ , SHEET TOTAL 4_0r' J_ REGION ST FED. AID ROJ o ENVIRONMENTAL & ENGINEERING -DESIGNED BY K. EZEOKEKE 10 WASH SERVICE CENTER ENTER ED 137 S. LARSON 711795 CHECKED 13Y R. SUAFOA JOB NUMBER PROT ENGR. J. JOHNSON 94WC97 REGION • R.0, ANDERSON CONTRACT NO. DATE DATE REVISION BY 4v 1 I I I 1 __l_-- Washington State rr Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. cn w 16. - THE ONLY ACCEPTABLE ALTERNATES �- FOR ALUMINIZED STEEL STORM SENDER PIPE z ARE: aE �z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. 2'114'26 SPIRAL RIB STORM SEWER PIPE: 2'14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 2 17. - USE CONCRETE PIPE ANCHORS. SEE 27 SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B -12. 14 2t 12,14., 2914,27 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: 2,18,19, 28,31 ACCEPTABLE ALTERNATES FOR STORM 2,14 SEWER PIPE ARE: 14 GALVANIZED STORM SEWER PIPE: 2,27 -TR. 2 WITH SMOOTH INVERT. 3"X 1" 2114 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 9'14 ALUMINIZED STEEL STORM SEWER PIPE: 9,14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK. 26 8 =26 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD-2. 14 20. SEE "BACKFILL DETAIL AND BOUYANCY 2127 CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. 2 2 15 2 FOR "AS COIN'STRUCT�_ 2 ED 2 Pt.P.N.Sfy ONLY SR 405 SN -9 TUK IILA TO FACTOR IA r STAGE 1 SHEET 10-5 OF STRUCTURE NOTES 9815 SHEETS 74 o a w z m m m h- ui z z ° c w Z to o Z D 6- D 0) T f_ EACH EACH EACH EACH 1 I I I 1 __l_-- Washington State rr Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. cn w 16. - THE ONLY ACCEPTABLE ALTERNATES �- FOR ALUMINIZED STEEL STORM SENDER PIPE z ARE: aE �z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. 2'114'26 SPIRAL RIB STORM SEWER PIPE: 2'14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 2 17. - USE CONCRETE PIPE ANCHORS. SEE 27 SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B -12. 14 2t 12,14., 2914,27 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: 2,18,19, 28,31 ACCEPTABLE ALTERNATES FOR STORM 2,14 SEWER PIPE ARE: 14 GALVANIZED STORM SEWER PIPE: 2,27 -TR. 2 WITH SMOOTH INVERT. 3"X 1" 2114 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 9'14 ALUMINIZED STEEL STORM SEWER PIPE: 9,14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK. 26 8 =26 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD-2. 14 20. SEE "BACKFILL DETAIL AND BOUYANCY 2127 CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. 2 2 15 2 FOR "AS COIN'STRUCT�_ 2 ED 2 Pt.P.N.Sfy ONLY SR 405 SN -9 TUK IILA TO FACTOR IA r STAGE 1 SHEET 10-5 OF STRUCTURE NOTES 9815 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. 9110 133-22 ' D3-23 L 319+45.6 (4.5' RT) TO 319+45.6 (5.5' LT) D3--24 3-Z5C ."47t4�� D3-26 L 311 +12.54 (59.92' LT) TO 311+06.46 (59.80' LT) D3-27 ' ' -Z X31-3 4- 0 1-c> o • . k- IL , D4 -2 L 320 +84.47 (53' LT) TOr� D4 -3 L 322 +10 (53' LT) TO 320 +84.47 (53' LT) LT, 134-4 L AS 411T Q 32 IN 192. 8 Ni G C7 #C D4 -5 L 321+92.8 (6.0' RT.) TO 324 +00 R.-& � LTI D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) 134 -7 L 322 +60.08 (53' LT) TO 322 +15.58 (53' LT) D4 -8 L 324 +10 (52' RT) D3 Lo +f? Q) Z_T . STRUCTURE NOTES-*--, )18 .6 0 6 b7 b $ �� zz I G o-7 3 �� Lu CL cWi w w w Z n_ ci 3: p w w cn = cn z w U M 2© :e. Z Q rr z w aC ac ac ac z c� w a F F- Z Q cn CL CC OC CO J r J� V3 C7 w J > J Q 1. F- F- W= W= W= €� T � ¢ F..-- �.. E-•- t-- x _.i �t Z p Z ES vi V3 F- us - j w v o ©z o? "'z o cr c� W z cc z w w C3 o 0 cc _ w v c i Z _j V v _j -r- z° Z c U Z 1.- m Z m 0 o Z o o v �.,, D Z � (-) � U cn M LLF 2 La uJ cn O Z) uj7 0 (n D CL CL 0-c; L.F. L.F. L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. 1 100 760 10 40 240 10 110 _ 20 120 240 2244 z 51 L"C" 30 240 670 10 120 990 50 330 40 350 D4 -9 �a� To D4 -10 L 326 +00 (z4. *-RT.) TO 328 +00 . RT) D4 -11 L 326 +95 (52' RT) D4 -12 Z_ 3 2840 Ll i; � o D4 -13 I L 329 +00 (3' LT) D4 -14 L 329 +00 (0.5' RT) 1) �--34 z 306- 60 6' i,�7_ D4 -15 D4 -16 L 330 +00(2' RT) TO 332+04.84(3' RT) 134 -18 L 332 +04.84 (3' RT) TO 332 +10.42 (3' RT) D4 -20 L 332+80.00 (0' RT) D4 -23 L 321+51.05 (53' LT) 134 -24 Z,, -3 2-4 - D5-1 L 333+40 (4 4&' RT) T 135-3 L 333+60 (4 .W RT) D5-5 L 333 +87 (i :4Ct RT) 1. Z' 9-T) D i� . SHEET TOTAL 7, ;rttU OT R. SUAFOA • ENGR. J. JOHNSON 5N DM. R.Q. ANDERSON DATE DATE REVISION &k00( /,y'l97 -: 3 30 P-- 06'("'1, 54' 1 R> cf�� 47, REGION No. IAIEL 10 WASH JOB NUMBER 94WO97 CONTRACT NO. ENVIRONMENTAL &ENGINEERING SERVICE CENTER 1 � � 110 � 910 1 110 910 110 ! 920 120 960 50 1 330 7 Washington State Department of Transportation GENERAL NOTES: co w Q z J �z w U.1 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ", 28. SEE SPECIAL PROVISION "TANK BULKHEAD". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". ?,9,14,26 2,14 2 27 14 14 2112,14 2,14,27 Q Q 28,31 2,14 14 z ¢ z z ~ ~ � r 14 26 w C3 w C3 ._ Q.-. p U U Z d 3 Z Z 3: Ci7 M C13 M a M a i� i. Y a. EACH EACH EACH EACH D4 -2 L 320 +84.47 (53' LT) TOr� D4 -3 L 322 +10 (53' LT) TO 320 +84.47 (53' LT) LT, 134-4 L AS 411T Q 32 IN 192. 8 Ni G C7 #C D4 -5 L 321+92.8 (6.0' RT.) TO 324 +00 R.-& � LTI D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) 134 -7 L 322 +60.08 (53' LT) TO 322 +15.58 (53' LT) D4 -8 L 324 +10 (52' RT) D3 Lo +f? Q) Z_T . STRUCTURE NOTES-*--, )18 .6 0 6 b7 b $ �� zz I G o-7 3 �� Lu CL cWi w w w Z n_ ci 3: p w w cn = cn z w U M 2© :e. Z Q rr z w aC ac ac ac z c� w a F F- Z Q cn CL CC OC CO J r J� V3 C7 w J > J Q 1. F- F- W= W= W= €� T � ¢ F..-- �.. E-•- t-- x _.i �t Z p Z ES vi V3 F- us - j w v o ©z o? "'z o cr c� W z cc z w w C3 o 0 cc _ w v c i Z _j V v _j -r- z° Z c U Z 1.- m Z m 0 o Z o o v �.,, D Z � (-) � U cn M LLF 2 La uJ cn O Z) uj7 0 (n D CL CL 0-c; L.F. L.F. L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. 1 100 760 10 40 240 10 110 _ 20 120 240 2244 z 51 L"C" 30 240 670 10 120 990 50 330 40 350 D4 -9 �a� To D4 -10 L 326 +00 (z4. *-RT.) TO 328 +00 . RT) D4 -11 L 326 +95 (52' RT) D4 -12 Z_ 3 2840 Ll i; � o D4 -13 I L 329 +00 (3' LT) D4 -14 L 329 +00 (0.5' RT) 1) �--34 z 306- 60 6' i,�7_ D4 -15 D4 -16 L 330 +00(2' RT) TO 332+04.84(3' RT) 134 -18 L 332 +04.84 (3' RT) TO 332 +10.42 (3' RT) D4 -20 L 332+80.00 (0' RT) D4 -23 L 321+51.05 (53' LT) 134 -24 Z,, -3 2-4 - D5-1 L 333+40 (4 4&' RT) T 135-3 L 333+60 (4 .W RT) D5-5 L 333 +87 (i :4Ct RT) 1. Z' 9-T) D i� . SHEET TOTAL 7, ;rttU OT R. SUAFOA • ENGR. J. JOHNSON 5N DM. R.Q. ANDERSON DATE DATE REVISION &k00( /,y'l97 -: 3 30 P-- 06'("'1, 54' 1 R> cf�� 47, REGION No. IAIEL 10 WASH JOB NUMBER 94WO97 CONTRACT NO. ENVIRONMENTAL &ENGINEERING SERVICE CENTER 1 � � 110 � 910 1 110 910 110 ! 920 120 960 50 1 330 7 Washington State Department of Transportation GENERAL NOTES: co w Q z J �z w U.1 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ", 28. SEE SPECIAL PROVISION "TANK BULKHEAD". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". ?,9,14,26 2,14 2 27 14 14 2112,14 2,14,27 2,18,199 28,31 2,14 14 2,27 2,14 9114 9,14 14 26 8126 iLI 2,27 0,4, X14 5 z FOR "AS CONSTRUCTED z - P LA J" ONLY SR 465 N- 1 0 TUKWILA TO FACTORIA � SCaDI - STAGE I SHEET 104 OF STRUCTURE NOTES 9813 SHEETS s11 vo s�5�i7 0 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D3-22 D3--23 L 319+45.6 (4.5' RT) TO 319+45.6 (5.5' LT)- D3-24 '/O_ w4" Z 3� 0 0 0 J J Q m W LX] > CO C3 U C.Y. 2 1 row ■ r� IN s . - ■ • ` ! • • ! _ ■ w WAR MI rc3l L D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) D4--7 L 322 +60.08 (53' LT) TO 322 +15.58 (53' LT) 134 -8 L 324 +10 (52' RT) 3 I 1-cl4 L51, z-7 D4--9 L 324 +00 . ' T.) TO 326 +00 '. ', RT) D4 -10 L 326 +00 . ' T.) TO 328 +00 : ' T) D4 -11 L 326 +95 (52' RT) D4 -12 L 328 +00 ,(�41 RT.} TO 330 +00 4- ' RT) D4 -13 L 329 +00 (3' LT) D4 -14 L 329 +00 40.5' RT) D4•-15 ' D4-16 L 330+00(2' RT) TO 332 +04.84(3' RT) D4 -18 L 332 +04.84 (3' RT) TO 332 +10.42 (3' RT) D4-20 L 332+80.00 (0' RT) D4--23 L 321+51.05 (53' LT) D4 -24 ' D,q- -2-S L�2c)+ -54- L-69'��. D5-1 L 333+40 4 ' WRI • Zr P- - D5-3 L 333 +60 ( ' ).O,' D5-5 L 333 +87 . 1. ` P-f f)4- -2&? 1 - 0-1+-gZ -00,to 16 u,( l�1- �r\tu My R. SUAFOA �NGR. J. JOHNSON • R.Q. ANDERSON 1 ',rLT 1 2 1 1 1 1 1 2 333 SHEET TOTAL --354- 7 w 0 Lu 0 LL ILL LuQ m� J °n cc w C3 M C.Y. 5 0 0 ■ 0 D ■ D m ■ D 0 21 21 21 20 2 L, 3Z4 � 0 REVISIO STRUCTURE NOTES* S14 S aZ-9 33 ? } GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. CID w CID J 33. INSTALL GRATE INLET AT LOWEST U9 z �- �.. cm � N w ELEVATION EAST OF WALL #3. U � w _ © (3 = o © o ? 34. SEE DETAIL DD -5. U w © co Z Z Z Z Z •W m ❑ J E- ❑ < _ W 0° -�' 11' � -j Q- : z 35. BEVELED END SECTION REQUIRED. J c3 J 0 (] > U d = _ = w = w z SEE STANDARD PLAN B-7A. o < aa... 0 0 cc © <� <�- <o C!3 cn 0 0 < Q Q F- 1-- C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH 36. BORING FROM WETLAND ON SHOULDER � 2,9,14,26 WILL NOT BE ALLOWED. 2'14 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 2 311 27 14 14 le . �zo + F4 5 3. LT -/0 520 +514 4-to 'L-T. 2,12114 3 +- zZ -) 03 r 2t 14,27 51 D 89 2118,19, 28,31 2,14 14 2,27 .� ......._ 2$ 14 . 9,14 9,14 14 26 0.1 8,26 14 2,27 1 2 1 2 15 2 FOR t1 CONSTRUCTED 2 ONLY- �07-41-`,> E-[f F/ i V J l [.,_ 1 y� REGION NO. FED. ENVIRONMENTAL & ENGINEERING SR 405 SN-1 1 SERVICE CENTER Washington state 1� WASH Department of Transpotatvn J1IA T4 FA CTCR IA - �� CSDI �. STAGE I JOB NUMBER SHEET 94Wa9T 1O CONTRACT NO. STRUCTURE NOTES 985 N BY SHEETS D4 -3 L L 322 +10 (53' LT) TO 320 +84.47 (53' LT) L� io & rL , D4-4 L L 1 -15 -5-766-8(6.01 ` D4 -5 • L L 321+92.8 (6.0' RT.) TO 324 +00 ` . ' �r\tu My R. SUAFOA �NGR. J. JOHNSON • R.Q. ANDERSON 1 ',rLT 1 2 1 1 1 1 1 2 333 SHEET TOTAL --354- 7 w 0 Lu 0 LL ILL LuQ m� J °n cc w C3 M C.Y. 5 0 0 ■ 0 D ■ D m ■ D 0 21 21 21 20 2 L, 3Z4 � 0 REVISIO STRUCTURE NOTES* S14 S aZ-9 33 ? } GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. CID w CID J 33. INSTALL GRATE INLET AT LOWEST U9 z �- �.. cm � N w ELEVATION EAST OF WALL #3. U � w _ © (3 = o © o ? 34. SEE DETAIL DD -5. U w © co Z Z Z Z Z •W m ❑ J E- ❑ < _ W 0° -�' 11' � -j Q- : z 35. BEVELED END SECTION REQUIRED. J c3 J 0 (] > U d = _ = w = w z SEE STANDARD PLAN B-7A. o < aa... 0 0 cc © <� <�- <o C!3 cn 0 0 < Q Q F- 1-- C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH 36. BORING FROM WETLAND ON SHOULDER � 2,9,14,26 WILL NOT BE ALLOWED. 2'14 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 2 311 27 14 14 le . �zo + F4 5 3. LT -/0 520 +514 4-to 'L-T. 2,12114 3 +- zZ -) 03 r 2t 14,27 51 D 89 2118,19, 28,31 2,14 14 2,27 .� ......._ 2$ 14 . 9,14 9,14 14 26 0.1 8,26 14 2,27 1 2 1 2 15 2 FOR t1 CONSTRUCTED 2 ONLY- �07-41-`,> E-[f F/ i V J l [.,_ 1 y� REGION NO. FED. ENVIRONMENTAL & ENGINEERING SR 405 SN-1 1 SERVICE CENTER Washington state 1� WASH Department of Transpotatvn J1IA T4 FA CTCR IA - �� CSDI �. STAGE I JOB NUMBER SHEET 94Wa9T 1O CONTRACT NO. STRUCTURE NOTES 985 N BY SHEETS 9,14 9,14 14 26 0.1 8,26 14 2,27 1 2 1 2 15 2 FOR t1 CONSTRUCTED 2 ONLY- �07-41-`,> E-[f F/ i V J l [.,_ 1 y� REGION NO. FED. ENVIRONMENTAL & ENGINEERING SR 405 SN-1 1 SERVICE CENTER Washington state 1� WASH Department of Transpotatvn J1IA T4 FA CTCR IA - �� CSDI �. STAGE I JOB NUMBER SHEET 94Wa9T 1O CONTRACT NO. STRUCTURE NOTES 985 N BY SHEETS 6 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS To THE DRAINAGE FEATURE FOUND ON THAT SHEET. ii AY ,:'+■ f f R • � / s Is LOCATION 1- in/ TO 319t59,088,65. IT) To 319+45.6 (5.5' LT) j 1. STRUCTURE NOTES-*- �z -) t 63r Z--(k 1 D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) ,% L 322 +60.08 (53' LT) To 322 +15.58 (53' LT) D4 -8 L 324 +10 (52' J LLJ :'.)U U D4 -9 L 324 +00 . ' RT.) To 326 +00 :6' RT) D4 -10 < T.) To 328 +00 RT) D4 -11 L 326 +95 (52' RT) z z z F L 328 +00 . ' © n L 329 +00 (3' LT) D4 -14 L 329 +00 (0.5' < cr � U� �a EACH z 2 t Q t !Z-• 04 0 © o C) cv a LLI o LL LLI Z c/) o � ° ° z H p Z cv cv LLJ c c� CO > a > p w J a J fl J [L J l- J J �' C 7 [�] � Z la Z Z min Z 2C]z Z a. Z aw. 21- D < = < Z CC F- Uci M EACH EACH EACH EACH EACH EACH EACH EACH EACH J- L) -- � l �3'L� ro 1333 u - 03 -2.ci (3j� -ro 0 Cry 1 F D4 -1 ' D4 -2 L 320 +84.4 7 (53' LT) TO D3 - 3c) q o E 31 Z.7 D4 -3 L 322 +10 (53' LT) To 320 +84.47 (53' LT) P; - -3 1 L-31 ! 4-(D o' D4 -5 L 321+92.8 X6.0' RT.) TO 324 +00 . ' & � ,1 Q3 -3% La i::� 'rev 63r Z--(k 1 D4 -6 L 322 +15.58 (53' LT) 322 +10 (53' LT) D4-7 L 322 +60.08 (53' LT) To 322 +15.58 (53' LT) D4 -8 L 324 +10 (52' R T) U D4 -9 L 324 +00 . ' RT.) To 326 +00 :6' RT) D4 -10 L 326 +00 '' T.) To 328 +00 RT) D4 -11 L 326 +95 (52' RT) 0 Z j� D4 -12 L 328 +00 . ' RT.) To 330 +00 . ' RT) D4 -13 L 329 +00 (3' LT) D4 -14 L 329 +00 (0.5' RT) D4-16 L 330 +00(2' RT) To 332 +04.84(3' RT) D4 -18 L 332 +04.84 (3' RT) To 332 +10.42 (3' RT) D4 -20 L332+80.00 (0' RT) D4 -23 L 321+51.05 (53' LT) D4 -24 D 4 - 25 L 3zo It( L�T D5--1 L 333+40 .2' ET D5-3 L 333 +60 (4 .401 RT-)- D5-5 L 333 +87 fl-. SHEET TOTALPI--l- )ESIGNED By �- K. EZEOKEKE ONTERED BY S. LARSON 7117/95 )FIFECKED By R. SUAFOA �ROJ. ENGR. J. JOHNSON • R.Q. ANDERSON DATE DATE REVIS ---------- --- .- C) LT ��� IM . VIG114 JOB NU MB E R 94WO97 OONTRACT NO. Y :7,45-6 1 1 1 1 1 I I --3~ -4- l -2-- ENVIRONMENTAL & ENGINEERING SERVICE CENTER 0 Washington State Department of Transportation 0 GENERAL NOTES: W 0 J w w w co 2,9,14,26 2,14 2% 2■ 14 14 2,12,14 2v 14127 2,18,19, 28,31 2,14 14 212 2,14 9,14 9,14 14 26 8,26 14 2,21 2 2 15 2 FOR "AS CONSTRUCTED 2 Z P�:� nre,rJLY SR 405 TUKWIL.A TO FACTCRIA SCaDI - STAGE I SN -1 2 SREET 1 Oho STRUCTURE NOTES 955 SSEETS s 9�n,.Sr 4//47 Q a cc > U ��W � tw C� W = Lu CC ©� U 0 Z cpn0 S a n' pp W �� °°u- tp U� EACH EACH S.Y. 2 1 I I --3~ -4- l -2-- ENVIRONMENTAL & ENGINEERING SERVICE CENTER 0 Washington State Department of Transportation 0 GENERAL NOTES: W 0 J w w w co 2,9,14,26 2,14 2% 2■ 14 14 2,12,14 2v 14127 2,18,19, 28,31 2,14 14 212 2,14 9,14 9,14 14 26 8,26 14 2,21 2 2 15 2 FOR "AS CONSTRUCTED 2 Z P�:� nre,rJLY SR 405 TUKWIL.A TO FACTCRIA SCaDI - STAGE I SN -1 2 SREET 1 Oho STRUCTURE NOTES 955 SSEETS s 9�n,.Sr 4//47 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D5-7 L 332 +14.42 (3' RT) TO 334+00 (3' RT) D5-9 L 334 +00 (3' RT) TO L 334 +12 (01 RT) 2 D5-13 L 333 +96 (82' RT) TO- 33 +32 (681 RT) D5-14 L 334 +32 (77' RT) TO 334 +32 (68' RT) D5-15 L 334 +32 (68' RT) TO 334 +32 (0' RT) D5--17 L 334 +32 (0' RTj TO L 334 +32 (701 LT) D5-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) D5-20 L 334 +54.42 (3' RT) TO D5-21 L 336 +28 (3' RT) TO 334 +54.42 (3' RT) D5--22 x,13 , -4- f 5 Cl, Z. ' (�T- �' D5-23 L 335 +39 . I - ' rKT D5-24 L 335 +60 . ' �. L ` r D5-25 L 336 +34 (3' RT) TO L 336 +28 (3' RT) D5-27 L 337+40 (8' LT) D5-29 L 337 +35 (2.0' RT) TO 336 +34 (3' RT) D5-30 L 340+00 (61' RT) TO L 337 +55 (53.01 RT) D5-31 L 338 +78 (3' RT) TO L 337 +76.42 (3' RT) D5-32 L 337 +57(61.0' RT) TO L 342 +03(81.5' RI D5-33 L 342+03 (81.5' RT) TO L 340 +00 (61' RT) D5--34 D5-35 4 D5-37 L 334+41 (53.4' RT) D5-38 L 334 +54 (4.01 LT) D5-39 L 337 +55 (76' LT) TO 337+40 (207.50' LT) D5-40 L 337 +55 (53' RT) TO L 337 +55 (0' RT) D5-41 L 337 +57(61.01 RT) TO 337 +55 (531 RT) SHEET TOTAL PncLJ © T R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON DATE 1 1 1 1 L 34/413o �,� &77-� 7-0 34 T L -�q ?-+,�Qr ! _( Rte_ ") -ro 3z4/4gcA c Pr DATE 0 1 1 0 REVISION M STRUCTURE NOTES �A z Q O w M W C.Y. E REGION NO. STATE_ 10 WASH JOB NU B E R 94WO97 CONTRACT NO. J z 0 F- U W U f) Q C] Z G.Y. 1 J z 0 Q x w J Lu z 0 Z C.Y. J z 0 U W zz D CL = C.Y. ,/') is F-- z w cc a U EACH 70J w 70- F-- r z w 0 EACH 0 ENVIRONMENTAL &ENGINEERING SERVICE CENTER w a w GL W J z w Q C3 EACH 1 1 1 ,r z-- cr '`'` SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST-IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT. LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - GLEAN EXISTING DRAINAGE STRUCTURE. � � F O CONS TRUCTED N L PL0414,M52,14 _ 2'18'1' W 2114 J 1314 z z F•- cn w w J z 2,18,19, U cc w < Q 0 o�c z 8126 8926 Y z - 2,18, 199 z o a o a 14 w 8,26 w w x w CC cc EACH EACH EACH EACH 1 1 1 1 L 34/413o �,� &77-� 7-0 34 T L -�q ?-+,�Qr ! _( Rte_ ") -ro 3z4/4gcA c Pr DATE 0 1 1 0 REVISION M STRUCTURE NOTES �A z Q O w M W C.Y. E REGION NO. STATE_ 10 WASH JOB NU B E R 94WO97 CONTRACT NO. J z 0 F- U W U f) Q C] Z G.Y. 1 J z 0 Q x w J Lu z 0 Z C.Y. J z 0 U W zz D CL = C.Y. ,/') is F-- z w cc a U EACH 70J w 70- F-- r z w 0 EACH 0 ENVIRONMENTAL &ENGINEERING SERVICE CENTER w a w GL W J z w Q C3 EACH 1 1 1 ,r z-- cr '`'` SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST-IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT. LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - GLEAN EXISTING DRAINAGE STRUCTURE. � � F O CONS TRUCTED N L PL0414,M52,14 _ 2'18'1' W 2114 2912,14 1314 2 12,14 2914,27 2,18,19, 20,28,31 2 2 2 2127 8'15'26 z 8126 8926 Y 14 2,18, 199 20,28931 U 8,14,28 14 14 8,26 8,26 J 1617 9,24,25936 w = c J Q U- L.F. I I C.Y. VrWashington State Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. V] w Q z J U-1 0 ui W w '`'` SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST-IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT. LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - GLEAN EXISTING DRAINAGE STRUCTURE. � � F O CONS TRUCTED N L PL0414,M52,14 _ 2'18'1' 20,28,31 2114 2912,14 1314 2 12,14 2914,27 2,18,19, 20,28,31 2 2 2 2127 8'15'26 8126 8926 14 14 2,18, 199 20,28931 15 8,14,28 14 14 8,26 8,26 9,13,14, 1617 9,24,25936 SR 408 TUKWILA TO FACTORlA SN -13 SCBDI -STAGE SHEET 107 OF STRUCTURE NOTES 985 SHEETS �16 S/-Y/ �r NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D5-7 L 332 +10.42 (3' RT) TO 334 +00 (3' RT) D5-9 L 334 +00 (3' RT) TO L 334 +12 (0' RT) STRUCTURE NOTES' D5-13 L 333 +96 (82' RT) TO 334 +32 (68' RT) D5-14 L 334 +32 (77' RT) TO 334 +32 (68' RT) D5--15 L 334 +32 (68' RT) TO 334 +32 (0' RT) D5-17 L 334 +32 (0' RT) TO L 334 +32 (70' LT) D5-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) D5-20 L 334 +54.42 (3' RT) TO 3 fi-32, ',fir D5-21 L 336 +28 (3' RT) TO 334 +54.42 43' RT) D5--22 . ' 335 i-- , D5-23 L 335 +391 :A' -T--- ,2 fa. D5-24 L 335 +60 . D5-•25 L 336 +34 (3' AT) TO L 336 +28 (3' RT) D5-27 L 337+40 (8' LT) D5-28 1444 D5-29 L 337 +35 (2.0' RT) TO 336 +34 (3' RT) D5-30 L 340 +00 (61' RT) TO L 337 +55 (53.0' RT) D5-31 L 338 +78 (3' RT) TO L 337 +76.42 (3' RT) D5-32 L 337 +57(61.0' RT) TO L 342 +03(81.5' RT) D5-33 L 342 +03 (81.5' RT) TO L 340 +00 (61' RT) � T�f��wT4��w�w3ff� �]r �f���7 iii _ #ff��TiR�4Iff� Mir w SEWER PIPE ARE: . I ���Y� ii� 5b 51 � 4 �3 1'f 7 DIAMET HES LARD N (D N j w w to ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. d < * - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8--9.2 OF HYDRAULICS MANUAL. NUM STORM SEWER PIPE- TR. 5, 0.0 ICK. -PLAIN WITH G NGITUDINAL SEAM . 0 IN. THICK, DIAME NCHES GER THAN SPECIFIED. 20'28'31 d Q 13,14 w a. 12,14 2,14,27 SPIRAL RIB STORM SEWER PIPE: o z © z v cr z° ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZED STEEL OR PLAIN a z © z w w THICK. 2 z -- ALVANIZED STEEL O OW r- P! "< BLE 8 -9.9 OF HYDRAULIC THERMOPLASTIC STORM SEINER PIPE 2,27 r w V3 Qw °�- cr_ ° 14 co a ° 2,18,19, C11 a c n W iV M m� T-- a C\! rWi cm a � cwn car © J a z � � � o cc w [� O d o.. z ¢ (0 w z Z cn Z cn O z cn p z cn z cn z cn O I— a � n a mz mz CQ m m m (9 CL Z w [r o w z o � U � =r U 1- U U U z F z d_ © _ v d d 0 z Q [3C F-- X d 0 F- X d O F-- CO d w F--- d F•- d F-- d cn w �U D U u. 0 u_ 7 cc C.Y. C.Y. TON L.F. L.F. EACH EACH EACH EACH EACH EACH L.F. L.F D5-13 L 333 +96 (82' RT) TO 334 +32 (68' RT) D5-14 L 334 +32 (77' RT) TO 334 +32 (68' RT) D5--15 L 334 +32 (68' RT) TO 334 +32 (0' RT) D5-17 L 334 +32 (0' RT) TO L 334 +32 (70' LT) D5-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) D5-20 L 334 +54.42 (3' RT) TO 3 fi-32, ',fir D5-21 L 336 +28 (3' RT) TO 334 +54.42 43' RT) D5--22 . ' 335 i-- , D5-23 L 335 +391 :A' -T--- ,2 fa. D5-24 L 335 +60 . D5-•25 L 336 +34 (3' AT) TO L 336 +28 (3' RT) D5-27 L 337+40 (8' LT) D5-28 1444 D5-29 L 337 +35 (2.0' RT) TO 336 +34 (3' RT) D5-30 L 340 +00 (61' RT) TO L 337 +55 (53.0' RT) D5-31 L 338 +78 (3' RT) TO L 337 +76.42 (3' RT) D5-32 L 337 +57(61.0' RT) TO L 342 +03(81.5' RT) D5-33 L 342 +03 (81.5' RT) TO L 340 +00 (61' RT) 1 m 1 I I I I I i I 20 20 1 1 •- n ]• 1 1 1 1 1 1 Lul 10 10 10 7 10 10 •i .1 GENERAL NOTES: � T�f��wT4��w�w3ff� �]r �f���7 iii _ #ff��TiR�4Iff� Mir w SEWER PIPE ARE: . I ���Y� ii� ■ • i rlr • T. _ a ■ 1 r • i ■ 4 J LONGITUDINAL !:`:llll 64 IN. THICK, 1 m 1 I I I I I i I 20 20 1 1 •- n ]• 1 1 1 1 1 1 Lul 10 10 10 7 10 10 •i .1 GENERAL NOTES: 20,28,31 1p, 8t 14126 14 14 D5-37 L 334+41 (53.4' RT) 8,26 D5-38 L 334 +54 (4.0' LT) 8126 D5-39 L 337 +55 (76' LT) TO 337+40 (207.50' LT) 180 9,13,14, FOR � � A� T 161 S D5-40 L 337 +55 (53' RT) TO L 337 +55 (0' RT) 1 9124,25136 f f � Ty ON D5-41 L 337 +57(51.4 RT} TO 337 +55 (53 RT) ] � 1 F ] - ���' l] 1 10 10 2,14 SHEET TOTAL -460- fi `2- - � �- -192-- REGION NO. ajAIE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING SR 405 RESIGNED 13Y K. EZEOKEKE 10 WASH SERVICE G E NT E R Washin gton Mate TUKWILA TO FACTORA S N-14 - :NTERE15 BY S. CARSON 7117195 40 Department of Transportation SC13DI «- STAGE I ,'PHECKED BY R. SUAFOA JOB NUMBER SHEET • J. JD H NSON 94W097 pg • R.Q. ANDERSON CONTRACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY `7 SHEETS 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: co GALVANIZED STEEL STORM SEWER PIPE: w 0 5, 0.064 IN. THICK. z TR. 2 ELDED OR GAS J LONGITUDINAL !:`:llll 64 IN. THICK, z DIAMET HES LARD N (D CIFIED. w w to ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. 2'18'19= - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8--9.2 OF HYDRAULICS MANUAL. NUM STORM SEWER PIPE- TR. 5, 0.0 ICK. -PLAIN WITH G NGITUDINAL SEAM . 0 IN. THICK, DIAME NCHES GER THAN SPECIFIED. 20'28'31 2,14 2,12,14 13,14 2 12,14 2,14,27 SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZED STEEL OR PLAIN 2,18,19, 20,28,31 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 2 THICK. 2 -- ALVANIZED STEEL O OW PITCH GALV 0.064 IN. THICK. 2 BLE 8 -9.9 OF HYDRAULIC THERMOPLASTIC STORM SEINER PIPE 2,27 $'15'26 CONFORMING TO SECTION 9- -05.19 OFTH E AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. 8126 8126 14 14 2,18,19, 20,28,31 1p, 8t 14126 14 14 D5-37 L 334+41 (53.4' RT) 8,26 D5-38 L 334 +54 (4.0' LT) 8126 D5-39 L 337 +55 (76' LT) TO 337+40 (207.50' LT) 180 9,13,14, FOR � � A� T 161 S D5-40 L 337 +55 (53' RT) TO L 337 +55 (0' RT) 1 9124,25136 f f � Ty ON D5-41 L 337 +57(51.4 RT} TO 337 +55 (53 RT) ] � 1 F ] - ���' l] 1 10 10 2,14 SHEET TOTAL -460- fi `2- - � �- -192-- REGION NO. ajAIE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING SR 405 RESIGNED 13Y K. EZEOKEKE 10 WASH SERVICE G E NT E R Washin gton Mate TUKWILA TO FACTORA S N-14 - :NTERE15 BY S. CARSON 7117195 40 Department of Transportation SC13DI «- STAGE I ,'PHECKED BY R. SUAFOA JOB NUMBER SHEET • J. JD H NSON 94W097 pg • R.Q. ANDERSON CONTRACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY `7 SHEETS r ' ■ NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D5-7 L 332 +10.42 (3' RT) TO 334+00 (3' RT) D5-9 L 334 +00 (3' RT) TO L 334 +12 (0' RT) D5-13 L 333 +96 (82' RT) TO 334 +32 (68' RT) D5-14 L 334 +32 (77' RT) TO 334 +32 (68' RT) D5--15 L 334 +32 (68' RT) TO 334 +32 (0' RT) D5-17 L 334 +32 (0' RT) TO L 334 +32 (70' LT) D5-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) D5-20 L 334 +54.42 (3' RT) TO ' D5-21 L 336 +28 (3' RT) TO 334 +54.42 RT) D5-22 . '- D5-23 L 335 +39 /. 2 D5-24 L 335 +60 . ' Ll- D5-25 L 336 +34 (3' RT) TO L 336 +28 (3' RT) w ci w w 0 co U 0 Zz co L.F. 12 14 37 D5-27 L 337+40 (8' LT) 135-29 L 337 +35 (2.0' RT) TO 336 +34 (3' RT) D5-30 L 340 +00 (61' RT) TO L 337 +55 (53.0' RT) 249 D5-31 L 338 +78 (3' RT) TO L 337 +76.42 (3' RT) D5-32 L 337 +57(61.0' RT) TO L 342 +03(81.5' RT) a ti w w co 0 cn D Z_z a- ccv L.F. (j w cc 0 co U z U Q u: a Z m Z co � w 0 CL L.F. 6 1 D D D D 6,7 w w m 0 co A W Z cr > w J a U a. L.F. I D5-33 L 342 +03 {81.5' RT} TO L 340 +00 (61' RT) 210 D5-34 .�, 1 9a =�,.qki-,-F, .6 3'11 -q0 r - �• D5-35 � - a / �a � TO 3yi.10 V�l 4T- D5-37 L 334+41 (53.4' RT) D5-38 L 334 +54 (4.0' LT) D6-39 L 337 +55 (76' LT) TO 337+40 (207.50' LT) D5-40 L 337 +55 (53' RT) TO L 337 +55 (0' RT) D5-41 L 337 +57(61.0' RT) TO 337 +55 (53' RT) F SHEET TOTAL --62-2- nCU DT S. LARSON RM 87 R. SUAFOA • LNGR. J. JOHNSON • R.L. ANDERSON 7%171 DATE v S w w 2 0 co A �a z 0 w z cc m w a. J 0 a. L.F. 185 I 169 m STRUCTURE NOTES;. 1 1 s: 57 -FALS- SEF— Fl FQ rJ oc REGION NO. SIAIE-L EEDs AR OJ. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NU MB E R 94WO97 CONTRACT NO. c ■ 0 r 7 w *_C J m z w [r cl c z n.. � ti EACH 73 1 w Y J D z w 0 z ; M CO EACH 1 1 1 7 1 d D z F- 2 w � z try a cv r EACH 7sl w J m z m w :� I- < Z C- z a° � EACH .mo► Washington State Department of Transportation 0 GENERAL NOTES: w 2 FOR ADDITIONAL QUANTITIES. `1� 7 t w ¢ 0 z ARE: z z w z -PLAIN WITH GASKETED OR WELDED AND w REMETALIZED LONGITUDINAL SEAMS 0.109 IN. cn cn �o SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 2'18'19' J J 0) 0 w 2,12,14 17. - USE CONCRETE PIPE ANCHORS. SEE Z 1314 C] Z co cZ C/7 5cz Q U � a °U CO U � 2 Co zz a zo Q 003 ¢� 0 ¢� w Cr- 04 ° c� !;C- cn w cc rac o = ¢ co © _ •� cn W sL J Q d a F"" p Z Z cr �" Z Z cc ... a w cn u- cq u- co L.F. EACH L.F. L.F. L.F. 1 1 s: 57 -FALS- SEF— Fl FQ rJ oc REGION NO. SIAIE-L EEDs AR OJ. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NU MB E R 94WO97 CONTRACT NO. c ■ 0 r 7 w *_C J m z w [r cl c z n.. � ti EACH 73 1 w Y J D z w 0 z ; M CO EACH 1 1 1 7 1 d D z F- 2 w � z try a cv r EACH 7sl w J m z m w :� I- < Z C- z a° � EACH .mo► Washington State Department of Transportation 0 GENERAL NOTES: 2 B -12. 12,14 18. ---FOR 72,96 AND 120 INCH DETENTION 2y 14,27 ( TANKS: 2,1 8,19, 1 ACCEPTABLE ALTERNATES FOR STORM 20,28,31 SEWER PIPE ARE: 2 15. SEE BIKE PATH STRUCTURE NOTE SHEET 2 FOR ADDITIONAL QUANTITIES. 2 16. - THE ONLY ACCEPTABLE ALTERNATES w �- FOR ALUMINIZED STEEL STORM SEWER PIPE 0 z ARE: .J w z -PLAIN WITH GASKETED OR WELDED AND w REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 2'18'19' 241128'31 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 2x14 2,12,14 17. - USE CONCRETE PIPE ANCHORS. SEE 1314 SPECIAL PROVISIONS. SEE STANDARD PLAN 2 B -12. 12,14 18. ---FOR 72,96 AND 120 INCH DETENTION 2y 14,27 ( TANKS: 2,1 8,19, 1 ACCEPTABLE ALTERNATES FOR STORM 20,28,31 SEWER PIPE ARE: 2 GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD-2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION 2 2 2,27 8215,26 $'26 8'26 14 14 2,18,19, 20,28,31 15 8,14,26 14 I TANK", DD-2. M 8,26 8,26 9,13,14, 16117 9,24,25,36 2,14 AS CONSTRUCTED I SR 405 — 1 5 T�1KWILA TO FACTCRIA S N SC8DI o- STAGE I SHEET 109 or STRUCTURE NOTES 9815 SHEETS s/l�fbs�S'Y7 i L P NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NQ. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D5-7 L 332 +10.42 (3' RT) TO 334 +00 (3' RT) D5-9 L 334 +00 (3' RT) TO L 334 +12 (0' RT) D5-13 L 333 +96 (82 RT) TO 334 +32 (68' RT) D5-14 L 334 +32 (77' RT) TO 334+32 (68` RT) D5-15 L 334 +32 (68' RT) TO 334 +32 (0' RT) D5--17 L 334 +32 (0' RT) TO L 334 +32 (70' LT) D5•-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) D5-20 L 334 +54.42 (3' RT) TO 3,34+48 (OqRrl� D5-21 L 336 +28 (3' RT) TO 334 +54.42 (3' RT) D5-22. 33 r�r D5--23 L 335 +39 , D5--24 L 335 +60 4.4' ---R Pf - Z' LT = D5-25 L 336+34 (3' RT) TO L 336 +28 (3' RT) D5-27 L 337+40 (8' LT) D5-29 L 337 +35 (2.0' RT) TO 336+34 (3' RT) D5-30 L 340 +00 (61' RT) TO L 337 +55 (53.0' RT) D5-31 L 338 +78 (3' RT) TO L 337 +76.42 (3' RT) D5-32 L 337 +57 {61.0' RT} TO L 342 +03(81.5' RT) D5-33 L 342 +03 (81.5' RT) TO L 340 +00 (61' RT) 0 u� m z N cr z 0 C7 v7 EACH 1 1 1 D5-34 �34/ D5-35 D5-37 L 334+41 (53.4' RT) D5-38 L 334 +54 (4.0' LT) D5-39 L 337 +55 (76' LT) TO 337+40 (207.50' LT) D5-40 L 337 +55 (53' RT) TO L 337 +55 (0' RT) D5-41 L 337 +57 €61.0' RTj TO 337 +55 (53' RT) SHEET TOTAL ;ltcU is i R. SUAFQA • J. JOHNSON • R.Q. ANDERSON DATE DATE 0 3 l O'Ier_ 0 D z Fes-•• a�c ocq EACH &7 '�O k = T rb REVISIO cl z co 4- uj 0 6 co FE C13 0 EACH STRUCTURE NOTES� 1 REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT No Y t/ 7_5`u/ 178 21. SEE BIKE PATH QUANTITY TABULATION 8,149 26 14 -Z-z' 3�� GUTTER QUANTITIES. w w 0 z 22. PLAIN WITH GASKETED OR WELDED J AND REMETALIZED LONGINTUDINAL z 0 co ¢ w z w ALUMINIZED STEEL OR PLAIN NARROW cc W cc W 2,18,19, THICK. z z 0 c Q RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. m Q w CD ce) = w w J w STRUCTURES AND OBSTRUCTIONS ". w Q ° w< U = w w Qz c u7 cz 0 Er 0z ° 0z 0 ° wc°r; z as W w a C �� n cnco N °~z cr w v� = cnU o� EACH wr C.Y. Wz w =� z c? 1290 z cnZ ' co 50 390 �?�_,,+ �z '00 700 w s,j co cn Z J � J U Z_ o Z_ o w -5 a D_ 330 J .J M J �- 0 0. C3 00 c0 320 ¢(L Qa. EACH L.F. L.F. L.F. L.F. L.F. 1 REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT No Y t/ 7_5`u/ 178 1= l 6 1 $1� �(� Soo - ENVIRONMENTAL & ENGINEERING SERVICE CENTER 2 40 l 270 s� GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION 8,149 26 14 -Z-z' 3�� GUTTER QUANTITIES. w w 0 z 22. PLAIN WITH GASKETED OR WELDED J AND REMETALIZED LONGINTUDINAL z 0 co ¢ w z w ALUMINIZED STEEL OR PLAIN NARROW > cc PITCHED ALUMINIZED STEEL 0,079 IN. 2,18,19, THICK. z z 0 c Q RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. m Q w CD ce) 12,14 w J J Q STRUCTURES AND OBSTRUCTIONS ". 2,18,19, 20,28,31 Lr 12 U = w w 0" c 0° cz 0 w ° 0 c3 0 D '_' °° z as = w a Z n n ¢ti J a. cr w F=— J coo = cnU L.F. EACH S.Y. C.Y. S.F. 1290 ' 50 390 60 700 40 240 30 200 60 330 50 580 40 320 30 250 1140 1= l 6 1 $1� �(� Soo - ENVIRONMENTAL & ENGINEERING SERVICE CENTER 2 40 l 270 s� GENERAL NOTES: 14 31. SEE SPECIAL PROVISION 2,18 =19, "SPECIAL BORROW INCL. HAUL ". 20,28,31 15 90 10 21. SEE BIKE PATH QUANTITY TABULATION 8,149 26 14 FOR ADDITIONAL ASPHALT CONCRETE cn GUTTER QUANTITIES. w 0 z 22. PLAIN WITH GASKETED OR WELDED J AND REMETALIZED LONGINTUDINAL z SEAMS. C'3 w 23. ACCEPTABLE ALTERNATIVE; PLAIN w ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0,079 IN. 2,18,19, THICK. 20,28,31 24. AT THE CONTRACTOR'S OPTION, AND 2114 2112,14 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 13,14 2 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 12,14 26. SEE SPECIAL PROVISION "REMOVAL OF 2914,27 STRUCTURES AND OBSTRUCTIONS ". 2,18,19, 20,28,31 27. SEE SPECIAL PROVISION "CATCH BASIN 2 TYPE 2 FOR TANK ", 2 28. SEE SPECIAL PROVISION 2 "TANK BULKHEAD ". 2'27 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR 8115'26 8'26 8;26 EXTRA EXCAVATION CL. A - DETENTION TANK ". 1 ` 14 31. SEE SPECIAL PROVISION 2,18 =19, "SPECIAL BORROW INCL. HAUL ". 20,28,31 15 90 10 70 70 8,149 26 14 40 320 14 250 1 1810 2 20 370 1 20 140 —4— Ashk Washington State TAp Department of Transportation 8,26 8,26 9t 13114, 16,17 9,24,25,36 2114 SR 405 SN -16 TUKWILA TO FACTCRIA SC801- STAGE I SHEET 110 OF STRUCTURE NOTES 985 SUEETS 0 .. le �e STRUCTURE NOTES-.- '7 �. �3� 3 � GENERAL NOTES: NOTE: © © ° 32. CONNECT TO EXISTING MANHOLE D6-53. THE FIRST NUMBER OF THE z z ? z Lu co co co "CODE DESIGNATION" BELOW v © 33. INSTALL GRATE INLET AT LOWEST REFERS TO THE SHEET NO. OR cc a ca__ cn ELEVATION EAST OF WALL #3. THE SHEET REFERENCE NO. ° ° ° c n w w r `r" w SHOWING THE DRAINAGE FEATURE. a a 0 z o A w w z 34. SEE DETAIL DD -5. THE SECOND NUMBER REFERS TO � w co z z z z _ THE DRAINAGE FEATURE co m « 9 ~ ° ¢ w O c� Z _j Q _ w 35. BEVELED END SECTION REQUIRED. FOUND ON THAT SHEET. w w w Q cc --- cn co = •- _ _ SEE STANDARD PLAN B -7A. d> � <o < w z w za znw z� w w� CCw w a. O 0 Dc n r� <>. d�-- Q w c� c3 0 m a w 0 0 Q Q '°c M 1-- � �'-- 2 © "� 36. BORING FROM WETLAND ON SHOULDER CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH WILL NOT BE ALLOWED. i I D5-7 L 332 +10.42 43' RT) TO 334 +00 (3' RT) 62 670 196 2,18,19, 20928131_ 37. SEE UNDERDRAIN DETAIL ON BARRIER D5-9 L 334 +00 (3' RT) TO L 334 +12 (0' RT) 2 1 2914 D ETA I L SHEET BD-3. ' MIrl 2 3 2,12,14 D5-13 L 333 +96 482' RT) TO 334 +32 (68' RT) 14 13,14 D5 -14 L 334 +32 (77' RT) TO 334 +32 4681 RT) 1 2 2 D5-15 L 334 +32 (68' RT) TO 334 +32 (0' RT) 1 5 D5-17 L 334 +32 (0' RT) TO L 334 +32 (70' LT) 2 D5-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) 2 1 12,14 D5-20 L 334 +54.42 43' RT) T4 ' 2,1427 D5-21 L 336 +28 (3' RT) T4 334 +54.42 (3' RT) 2 57 550 179 2,18,19, 20,28,31 D5-22 L 33 i 13 0 . ' 141�- 2 D5-23 L 335 +39 . '�' Ri ) 2 D5-24 L 335+60 r/), .� ' 7 2 DS-25 L 336 +34 (3' RT) TO L 336 +28 (3' RT) 1 2 2,27 0.2 8,15,26 D5-27 L 337+40 (8' LT) 0.2 8126 0.2 8,26 D5-29 L 337 +35 (2.0' RT) TO 336 +34 {3' RT) 1 10 14 D5-30 L 340 +00 (6 V RT) TO L 337 +55 (53.0' RT) 1 30 14 D5-31 L 338 +78 (3' RT) TO L 337 +76.42 43' RT) 33 430 102 2,189191 20,28,31 D5-32 L 337 +57(61.4' RT) TO L 342 +43(81.5' RT) 40 15 D5-33 L 342 +03 (81.5' RT) TO L 340 +00 (61' RT) 1 30 0.2 8114,26 �.e D5-34 1 1 1)- 1V/ 4 �� � -v�r. i v �i � � � � �r�� 14 �. D5-35 ' ' 1 6 14 D5-37 L 334+41 (53.4' RT) 0.1 8,26 D5-38 L 334 +54 (4.0' LT) 0.1 8126 �' 05-39 L 337 +55 (76' LT) TO 337+40 (207.50' LT) 2 20 9,13,14, �� a� C O NSTRUCTED 16,17 1 F ONLY 05-40 L 337 +55 453 RTC TO L 337 +55 40 RTC � 1 9,24,25,36 P LA N D5-41 L 337 +57(61.0' RT) TO 337 +55 (53' RT) 1 1 F D SEE F ( L_ F ff co 2114 SHEET TOTAL -4- °-274- 0-' -t659- `7 -- REGIONi W. S A E FED. AID. PROD. O. ENVIRONMENTAL & ENGINEERING .� SR 405 SERVICE CENTER � Washington State fWWI LA TO FACTORIA S N -17 15ESIGNED BY K. EZEOKEKE 1 o WAS H ©apartment of ENTERED 13Y S. LARSO N 711 7195 - transportation SC8Dl _ STAGE I CHECKED 13T R. SUAFQA JOB NUMBER SHEET J. JOHNSON $ 2.5 RE�I[ Q 94WO97 of REGION ADM- R.Q. ANDERSON r CONTRACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY I STRUCTURE N 3 ` �,��� Fit '' ?r� f: -'p� w l GENERAL NOTES: ,:': z oc NOTE: z z z z ¢ ¢ Q d a THE FIRST NUMBER OF THE co co z z © w J "CODE DESIGNATION" BELOW ` o av N z a 1> w i � tz �o - - UZ � REFERS TO THE SHEET NO. OR v v o o w `� z ¢ m F_u THE SHEET REFERENCE NO. v o ❑ D U- `,� cn � w = °C w w SHOWING THE DRAINAGE FEATURE. ~ �- ~- ~- a° c � z m ❑ z ©a„ z THE SECOND NUMBER REFERS TO CO w w z« :3 0 ° z J W W ❑ D ❑ 0 L w ❑ M THE DRAINAGE FEATURE d = . w :3 a FOUND ON THAT SHEET. ❑ o ❑ ❑ D ,.- Q cr) w v w t-- Cc Lu z z z z t-- =w =w D zf) S2 2 zQ z� z z�� za, za. zoc tad z zc w d .._.. d .... d< d .... d>_ d �.. o F-- ❑ cr o o z w © D © © z H F- d d Q U7 ._.a U- L] C3 Vi CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. 135 -7 L 332 +10.42 (3' RTC TO 334 +00 (3' RT) 2,18,19, 20,28,31 D&9 L 334+00 (3' RT) TO L 334 +12 (01 RT) 1 2,14 ' RD 2,12,14 1 135 -13 L 333 +96 (82 RT) TO 334 +32 (68 RT) 13,14 D5-14 L 334 +32 (77' RT) TO 334 +32 (68' RT) 2 D,5-15 L 334 +32 (68' RT) TO 334 +32 (0' RT) D5-17 L 334 +32 (V' RT) TO L 334 +32 (70' LT) 1 D5-19 L 334+48 (0' RT) TO L 334 +32 (0' RT) 12914 D5-20 L 334 +54.42 (3' RT3 TO 33�z o� r 1 2,14,27 135-21 L 336 +28 43► RT) TO 334 +54.42 (3' RT) 2,18,19, 20,28,31 r72 2 D,1522 � X335 x-13 � �' i2T= 135-23 L335+3 2 D5-24 L 335 +6 . ' 2- f ,eT 2 D5-25 L 336+34 (3' RT) TO L 336 +28 (3' RT) 2127 8,15,25 D5-27 L 337+40 (8' LT) 8,26 8,26 D5--29 L 337 +35 (2.0' RT) TO 335 +34 (31 RT) 14 D5-30 L 340 +00 (61' RT) TO L 337 +55 (53.0' RT) 14 D5-31 L 338 +78 (3' RT) TO L 337 +76.42 (3' RT) 2t 18,19, 20,28,31 D5-32 L 337 +57461.0' RT3 TO L 342 +03(81.5' RT) 350 15 135 -33 L 342 -{-03 (81.5' RT) TO L 3413 +00 (61' RT} 8,14,26 135 -34 3yi 20 -.� ' 2T- .C� � l_ Co'rya., 14 3y r 14 D5-35 D5-37 L 334+41 (53.4' RT) 8925 D5-38 L 334 +54 (4.0' LT) 8126 _ 135•-39 L 337 +55 (76' LTA TO 337+40 (207.50' LT) 1 91314 FCC AS CONSTRUCTED 16,17A�,� 0� LY D5-40 L 337 +55 453' RT) TO L 337 +55 (0' RT) 9,24,25,36 135-41 L 337' +57(61.0' RT) TO 337 +55 (53' RT) % �CC� ( 2,14 SHEET TOTAL - - -4- - - - REGION NO. D OJ. HO, ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER �� Washington Mate TU WI TO FAGTCRIA S N- � 8 DESIGNED BY ENTERED BY K. EZEOKEKE � a WASH � � � S. [ARSON 7!17195 Department of Transportation CaDl ., STAGt I CHECKE[5 BY R. SUAFOA JOB HUMBER SHEET PROT EN R. J. JOHNSON 94WO97 OF REGION TDM. R.Q. ANDERSON CCHTMCT NO STRUCTURE NINES 9815 DATE DATE REVISION BY V 750' SHEETS �T � ! 135-43 T-0 3 135-45 �- 33�-� 1 f �8. T7 4 6 Lj -r�J'I T D5-46 AL' 41+77 (35.35' LT) TO L 341 +74.1 (0' RT) D5-47 L 341+74.1 (0' R � T7 TO 3 3 �)+ 30 D5-48 L 341 +91 {4.1' LT} 1 D5-49 L 341 +90 T} TO L 341 +74.10 RT) 135-54 AL' 42 +22 (36.25' LT) TO AL' 41+77 (35.35' LT) D5 -51 L 342 +10 (6' RT) TO L 341 +90 (6' RT) D5-52 AU 42+44 (1 & LT} 1 D5-53 L 342 +70 (2' RT) 1 D5-54 L 341+99 41.8' LT} 1 D5-56 L 333 +50 (0.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338 +83.58 (3' RT) TO L 338 +78 (3' RT) D5-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) D5-61 L 334 +70 i f--4&f t75 --62 L 341+90 (72' LT) i DS 63 L,_. 337+(o Lj a31C.T) 7-23337+ Z7( D6-1 AU 45 +56.00 (8.78' RT) D6-2 L 346 +10.00 (2i-Y 1, 6 'R T, 1 D6-3 AL' 44+69.81(8.19' RT} TO 46 +19.55 {9.36 RT} 451 (12A, 3 'Z--r, D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 49.36' RT}' 1 D6-5 AL' 46 +19.55 (9.36' RT) TO AL' 49 +00 (3' RT) D6-6 L 345 +50 (2'' RT) TO L 346 +10 F RT} D6W7 BR' 46 +50 (44' RT) TO BR' 46+40 (44' RT) D6-8 BR' 46+40 444' RT) TO B R' 46 +fib (68' RT) D6-9 BR' 46 +27.0 (44' RT) TO BR' 46+40 (44' RT) D� - 6 ' 3 f 7 zD 2 z T _r0 L 337- D-z;, T -H�3 . ' 1 D6-11 AL' 47 +60.00 (0.0' RT) 1 D6-12 L 348+00 (2' RT) TO L 346 +50 (2' RT) D K. L SHEET TOTAL -(X uC7I0IVCu 13 T K EZEOKEKE ENTERE13 BY S. LARSON 7/17/95 ;0HECKE15 BY R. SUAFOA • J. JOHNSON REGIOITADM. R.Q. ANDERSON DATE DATE REVISION f7 L Y3 Ri 3 'I 0 REGION NO. SIATF= 10 WASH JOE NUMBER 94WO97 CONTRACT No. 0 U a a C) W Q W G.Y. STRUCTURE NOTES SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. -SEE DRAINAGE DETAILS (DD1 TO DD8 ).. 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. -- INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. -- CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET GD 2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. •- USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13.- CLEAN EXISTING DRAINAGE STRUCTURE. " S CONSTRUCTED Z_'2 a .J NOTE: J z Z Z 0 J cri THE FIRST NUMBER OF THE 14 0 �- Z a "CODE DESIGNATION" BELOW U Q J W REFERS TO THE SHEET NO. OR x W J w w J THE SHEET REFERENCE NO. `� F- Q 2i = w z SHOWING THE DRAINAGE FEATURE. z � z � THE SECOND NUMBER REFERS TO 14 14 14 THE DRAINAGE FEATURE z S S z FOUND ON THAT SHEET. } > > > cr. cc cr cc CODE I LOCATION EACH EACH EACH EACH ! 135-43 T-0 3 135-45 �- 33�-� 1 f �8. T7 4 6 Lj -r�J'I T D5-46 AL' 41+77 (35.35' LT) TO L 341 +74.1 (0' RT) D5-47 L 341+74.1 (0' R � T7 TO 3 3 �)+ 30 D5-48 L 341 +91 {4.1' LT} 1 D5-49 L 341 +90 T} TO L 341 +74.10 RT) 135-54 AL' 42 +22 (36.25' LT) TO AL' 41+77 (35.35' LT) D5 -51 L 342 +10 (6' RT) TO L 341 +90 (6' RT) D5-52 AU 42+44 (1 & LT} 1 D5-53 L 342 +70 (2' RT) 1 D5-54 L 341+99 41.8' LT} 1 D5-56 L 333 +50 (0.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338 +83.58 (3' RT) TO L 338 +78 (3' RT) D5-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) D5-61 L 334 +70 i f--4&f t75 --62 L 341+90 (72' LT) i DS 63 L,_. 337+(o Lj a31C.T) 7-23337+ Z7( D6-1 AU 45 +56.00 (8.78' RT) D6-2 L 346 +10.00 (2i-Y 1, 6 'R T, 1 D6-3 AL' 44+69.81(8.19' RT} TO 46 +19.55 {9.36 RT} 451 (12A, 3 'Z--r, D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 49.36' RT}' 1 D6-5 AL' 46 +19.55 (9.36' RT) TO AL' 49 +00 (3' RT) D6-6 L 345 +50 (2'' RT) TO L 346 +10 F RT} D6W7 BR' 46 +50 (44' RT) TO BR' 46+40 (44' RT) D6-8 BR' 46+40 444' RT) TO B R' 46 +fib (68' RT) D6-9 BR' 46 +27.0 (44' RT) TO BR' 46+40 (44' RT) D� - 6 ' 3 f 7 zD 2 z T _r0 L 337- D-z;, T -H�3 . ' 1 D6-11 AL' 47 +60.00 (0.0' RT) 1 D6-12 L 348+00 (2' RT) TO L 346 +50 (2' RT) D K. L SHEET TOTAL -(X uC7I0IVCu 13 T K EZEOKEKE ENTERE13 BY S. LARSON 7/17/95 ;0HECKE15 BY R. SUAFOA • J. JOHNSON REGIOITADM. R.Q. ANDERSON DATE DATE REVISION f7 L Y3 Ri 3 'I 0 REGION NO. SIATF= 10 WASH JOE NUMBER 94WO97 CONTRACT No. 0 U a a C) W Q W G.Y. STRUCTURE NOTES y w J Z LLJ N z U EACH 1 1 SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. -SEE DRAINAGE DETAILS (DD1 TO DD8 ).. 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. -- INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. -- CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET GD 2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. •- USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13.- CLEAN EXISTING DRAINAGE STRUCTURE. " S CONSTRUCTED Z_'2 a .J w J z Z Z 0 J cri z 14 0 < Z a < Q U Q Q W UU x W J w x w} 0 Q Z � F- Q 2i = = ¢ C] = O < CL = C.Y. C.Y. C.Y. y w J Z LLJ N z U EACH 1 1 1 -FITJAL CEC�_Or�W 8 Ok .- AID. PROD. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 1 Al) SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. -SEE DRAINAGE DETAILS (DD1 TO DD8 ).. 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. -- INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. -- CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET GD 2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. •- USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13.- CLEAN EXISTING DRAINAGE STRUCTURE. " S CONSTRUCTED Z_'2 a 14 w 13 2,24,25 N cri o 14 z a CL 0 5 t 2 m 2 w w a� chi C3 C3 EACH EACH 1 -FITJAL CEC�_Or�W 8 Ok .- AID. PROD. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 1 Al) SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. -SEE DRAINAGE DETAILS (DD1 TO DD8 ).. 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. -- INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. -- CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET GD 2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. •- USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13.- CLEAN EXISTING DRAINAGE STRUCTURE. " S CONSTRUCTED Z_'2 w 14 2,14,27 13 2,24,25 cri 8,9,26 14 z 2 Y 0 5 t 2 m 2 2 W 24,25 2' < fL L.F. 2,1 8119, C.Y. -1-- Washington State V,P Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 0 z J¢¢ t�C w c9 w SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. -SEE DRAINAGE DETAILS (DD1 TO DD8 ).. 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. -- INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. -- CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET GD 2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. •- USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13.- CLEAN EXISTING DRAINAGE STRUCTURE. " S CONSTRUCTED �F14 2'12114 14 2,14,27 13 2,24,25 9114 8,9,26 14 2 2 8,28 8,26 26 2 2 2 2127 24,25 2' 8,26 2 9,26 2,1 8119, 28931 9,13,14 5,14,27 13514 14 14 14 26 8,26 N �� PLA i S �F14 Y 14 SR 405 TUKWII.A TO FACT4RIA SN -19 SCBD! -STAGE SHEET STRUCTURE NOTES 9$5 SREETS /Os/C NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE r ;alm. irr '!1 i r C.Y. D5-43 7 + 5c D5-45 6 337+40.. 6904, Ta L 3t� D5-46 AL' 41+77 (35.35' LT) TO L 341+74.1 (0' RT) D5-47 L 341+74.1 (0' RT) TO3q- '30 D5_ 48 L 341+91 (4.1' LT) D5-49 L 341+90 (2LRT) TO L 341+74.10 ( "T) D5-50 AL' 42 +22 (36.25' LT) TO AL' 41+77 (35.35' LT) D5-51 L 342 +10 (6' RT) TO L 341+90 (6' RT) D5--52 AL' 42+44 (15' LT) D5-53 L 342 +70 (2' RT) D5-54 L 341+99 (1.8' LT) D5-56 L 333 +50 (0.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5 -59 L 338 +83.58 (3' RT) TO L 338 +78 (3' RT) D5-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) D5-61 L 334 +70 (. D5-62 L 341+90 (72' LT) of - t A t" z o3` �"'� D&-1 AL' 45 +56.00 (8.78' RT) D6--2 L 346 +10.00 . ' l , v {e r. D6--3 AL' 44 +69.81(8.19' RT) TO 46 +19.55 (9.36' RT) 195 �A- L'�;bl D5-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 9.36' RT) D6-5 AL' 46 +19.55 (9.36' RT) TO AL' 48 +00 (3' RT) D6-6 L 346 +50 P RT) TO L 346 +10 k-' RT) � to D5-7 BR' 46 +50 (44' RT) TO BR' 46+40 (44' RT) D6-8 BR' 46+40 (44' RT) TO BR' 46 +66 (68' RT) D6-9 B R' 46 +27.0 (44' RT) TO BR' 46+40 (44' RT) 054p'�� (2Q9, -&-L-r) —Ic D6-11 AL' 47 +60.00 (0.0' RT) D6-12 L 348 +00 (2' RT) TO L 346 +50 (2' RT) SHEET TOTAL (.�4 U U cQt w cn Q C.Y. r r LO I J J co a cc cr TON L# L ! -r i i r.� L.F. 3 f KT �vl 1 a z w a rx Q D L.F. REGION w• I STATE MED By K. EZEOKEKE O WASH RED BY S. LARSON 7117195 �KED R. SUAFOA 30B NUMBER . J. JOHNSON 94WO97 DN • R.Q. ANDERSON CONTRACT f DATE DATE REVISION BY t0 0 STRUCTURE NOTES*- N w Z z mY Z _< � CC < wD EACH 1 SI I Q C1i w }„ w � J Z Q �4 m I— CC U Q EACH 1 1 0 E f 0 D 0 1 Nl'qE-ELOK-P 1 ►ID. P OJ NO ENVIRONMENTAL & ENGINEERING SERVICE CENTER w u. a_ w co M Q Z co w L.F. 10 10 10 m ED m i� U-1 rx w Lr v rn za 0z L.F I 17 178 36 10 26 13 � R 1 .NIkk Washington State VAf Department of Transportation GENERAL NOTES. 14 - ACCEPTABLE ALTERNATES FOR STORM d SEW E VANIZED STEEL STORM Q d a 0 TR. 2 WITH WEL GASKETED J a o Z c CIFIED. Z Z Lo ALUMINIZED STEEL STORM SEWER PIPE: - TR. 59 0.054 IN. THICK. 2'12'14 w co REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 214'27 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. M J SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. CL CL AtiMINUM STORM SEWER PIPE: 9,14 -TR. 59 0.0 HICK. 819,26 F- z pZ SEAMS . IN. THICK, DIAM INCHES z Z z Z5 0 2 Q m co m m C] ALUMINUM, 0.060 IN. THICK. m - PLAIN ALUMINIZED STEEL OR PLAIN 26 U� 2 THICK. 0 2 PITCH , I N. TH ICK. U U U � 2'27 U CONFORMING TO SECTION 9 -05.19 OFTHE EACH AMENDMENT TO THE STANDARD EACH EACH EACH 1 0 E f 0 D 0 1 Nl'qE-ELOK-P 1 ►ID. P OJ NO ENVIRONMENTAL & ENGINEERING SERVICE CENTER w u. a_ w co M Q Z co w L.F. 10 10 10 m ED m i� U-1 rx w Lr v rn za 0z L.F I 17 178 36 10 26 13 � R 1 .NIkk Washington State VAf Department of Transportation SR 405 SN -20 TUKWILA TO FACTCRIA SCa9I STAGE I SHEET 114 STRUCTURE NOTES 985 SHEETS GENERAL NOTES. 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: SEW E VANIZED STEEL STORM v -TR. 51 6.-O. THICK. z TR. 2 WITH WEL GASKETED J LONG ITU DI N AM S, 4. . THICK, z DIAM 3 INCHES LARGER THA c CIFIED. w cn ALUMINIZED STEEL STORM SEWER PIPE: - TR. 59 0.054 IN. THICK. 2'12'14 -- PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 214'27 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. 13 SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 2,24,25 AtiMINUM STORM SEWER PIPE: 9,14 -TR. 59 0.0 HICK. 819,26 -PLAIN WITH GA ONGITUDINAL 14 SEAMS . IN. THICK, DIAM INCHES GER THAN SPECIFIED. 2 2 SPIRAL RIB STORM SEINER PIPE: 8,26 - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. 8,26 - PLAIN ALUMINIZED STEEL OR PLAIN 26 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 2 THICK. - NIZED STEEL OR W 2 PITCH , I N. TH ICK. OF HYDRAULICS MAN OX. 2 2'27 THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.19 OFTHE 24925 AMENDMENT TO THE STANDARD 2, SPECIFICATIONS. SIZE NOT TO EXCEED 24 8,26 IN. COVER NOT TO EXCEED 15 FEET. 2 9,26 2,18,19, 28,31 9,13,14 5,14,27 13,14 14 14 " CO NSTRUCTED 14 DNS" OfFIRLY 26 8,26 14 SR 405 SN -20 TUKWILA TO FACTCRIA SCa9I STAGE I SHEET 114 STRUCTURE NOTES 985 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D5-43 ' r D5-45 3 q- 4- �5 I t cl `Lr. D5-46 AL' 41+77 (35.35' LT) TO L 341+74.1 (0' RT) D5-47 L 341+74.1 (0' RT) TO 339 l 93.59 (3' Q-n_ D5-48 L 341+91 (4.1' LT) D5-49 L 341 +90 W RT) TO L 341+74.10, (�"' RT) << d D5-50 AL' 42 +22 (36.251 LT) TO AL' 41+77 (35.35' LT) D5-51 L 342 +10 (6' RT) TO L 341 +90 (6' RT) D5-52 AL' 42+44 (15' LT) D5--53 L 342 +70 (2' RT) D5-54 L 341+99 (1.8' LT) D5-56 L 333 +50 (0.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338+83.58 (3' RT) TO L 338 +78 (3' RT) 05•-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) D5-61 L 334 +70 D5--62 L 341+90 (72' LT) �5- 24. �3 3 a- f��1 2 ©3`Lr. fo 3_�3"7 a 77 2 Q21 LT D6-1 AL' 45 +56.00 (8.78' RT) D6-2 L 346 +10.00 . ' 1, [Q ` 4q4 & D6-3 AL' 44 +69.81(8.19' RT) TO 45 +19.55 (9.36' RT) ��- a L���-- ���[Zc3,�'LT• "�o L331a -�1 �c�g,3't�T D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 (9.35' RT) D6-5 AL' 46 +19.55 (9.35' RT) TO AL' 48 +00 (3' RT) D6-6 L 346 +50 ZRT) TO L 346 +10 (2r RTC .0 f1w D6-7 BR' 46 +50 (44' RT) TO BR' 46+40 (44' RT) D6-8 BR' 45+40 (44' RT) TO BR' 46 +66 (68' RT) D6-9 B R' 46 +27.0 (44' RT) TO B R' 46+40 (44' RT) u5 L `53l I- -7 -I Log 1-3q A- LDH D6-11 AL' 47 +60.00 (0.0' RT) D6-12 L 348 +00 (2' RT) TO L 346 +50 (2' RT) SHEET TOTAL x1vcu rs r K. EZEDKEKE RED BY S. CARSON 7117 �KED 13Y R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON DATE r DATE f w CC 0 0 D z_z �co a r L.F. E• 6 J� w a w cc 0 0 Q zz m 292 j 16 L.F. w cn cr 0 w z 02 z° w Z cr to co � w #].. J 00- L.F. D w Lu cr 0 0) z t°� < ., w Z oc > w CL ..J 0 a. L.F. I W uu 0 0 U z c°.z Q z° w ? oc to w U CL L.F. 6 1 1 145 I J U z O Q ° o z w ac c°v w J 0- U a. �7_Flvl 70 r �_ _5 S -1-2, -14-& REGION No. SIAM 10 WASH CqcT REVISION BY N� w L.F. STRUCTURE NOTES* 0 LL CL z cc 0 cn !�w o w EACH 1 K s L.F. 45 20 z co J LLJ uu Z 7>CO v c=n D z C ? U— N L.F. �R z co J w n~ �to 2CD :� = < c►) c U- cc.> L.F. -7Z w lil J z <¢ w cc H Z cn D � EACH ?^ I W z d cc [L D m 0.090 1 Y m z F- u� W z to o Dcv f W.TQ I 7 ¢° i D z cc � v zz 0 0 0.T*3oml GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. to w 16. -- THE ONLY ACCEPTABLE ALTERNATES v FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: w -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. 2912'14 SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 2'14'27 PITCH ALUMINIZED STEEL 0.109 IN, THICK. 13 2,24,25 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN 9,14 B -12. MEMO, M, 2 1 18. --FOR 72,96 AND 120 INCH DETENTION 2 1 TANKS: 8,26 ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: JR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 8,26 2s 2 2 2 2,27 24'25 2' 8126 2 9126 2918, 191 28,31 9113,14 20. SEE "BACKFILL DETAIL AND BOUYANCY 5914,27 CONTROL FOR METAL PIPE DETENTION 13,14 TANK ", DD-2. 14 14 14 CTED F0 RS R ST U 26 . 5" O Nl two 8,26 f _-_ IA q Eco r,� / Dc 14 OJ ENVIRONMENTAL & ENGINEERING SERVICE CENTER �AMlhk � Washington Mate SR 405 5 N -2 1 Department of Transportation "CVLA TO FACTORIA SC$ STAG. I SKEET STRUCTURE NOTES 985 SHEETS a STRUCTURE NOTES-*- 71 00 61 67 6 2f- 9 !6b NOTE: cw"i ci_ E FIRST NUMBER OF THE u� w C11- ° `� w w �-- THE w w cn ¢ co cn Q w "CODE DESIGNATION" BELOW U w :2 2 0 2° Y z REFERS TO THE SHEET NO. OR m ¢ Q cn co a z o z o z "� � © © w [L 2 M � cv � � F- cv m THE SHEET REFERENCE NO. z z z z_ a. c" a o - -� T ---' -r-- CO `�' SHOWING THE DRAINAGE FEATURE. f�-- � °� z Q Q w �_.. w 3 wz... CC THE SECOND NUMBER REFERS TO ¢ ° _j llct Z °- z _ o a z o z < O THE DRAINAGE FEATURE cr cr Q U F7 °u � °� w 6 w o w© o z Lu FOUND ON THAT SHEET. a c ° co � c" ? -� '- J '� z o z C o Z z z z m cr ? -- ° �--- ° U ul L co o acs a° w w �o D_ _� .°.ia- tea- tea- cc a a a.6 acs ©[3 Qa. Qa. Qa- a. w CODE EACH EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. EACH S.Y. 41 /rV4 nNi a 0/1� y ENVIRONMENTAL & ENGINEERING SERVICE CENTER 1 1 30-1 a U Q w J cc cc z Dm �w c� C.Y. 40 t" op-bi m+j_il w-Maill mull Mid 10 0 Rol m M 3 ()2 a Q Q x Q cr O z M ac W' 0 to co 0 S.F. trLlm F4Gzl= lWTIM l� iRI -1iM ,. -fi, 310 370 260 1370 60 140 200 150 WrWashington State Department of Transportation GENERAL NOTES: cn w 0 z J �z 0 w c' D5-43 13� 2912,14 2114'27 13 2,24,25 D5-45 L4G4+4&VOT; u -T c) 14 c>s � 2 2 8,26 D5-46 AL' 41+77 (35.35' LT) TO L 341+74.1 (0' RTC 2 2 2 2,27 24925 2, 8,26 2 9,26 2,18,19, 28,31 D5-47 L 341 +74.1 (0' RT) TO ' � } r 14 14 14 D5-48 L 341+91 (4.1' LT) D5-49 L 341 +90 .W RT} TO L 341 +74.10 RT) D5-50 AL' 42 +22 (36.25' LT) TO AU 41+77 (35.35' LT) D5-51 L 342 +10 (6' RT) TO L 341+90 (6' RT) D&52 AL' 42+44 (15' LT) D5-53 L 342 +70 (2' RT) D5-54 L 341+99 (1.8' LT) D5-56 L 333 +50 (0.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338 +83.58 (3' RT) TO L 338 +78 (3' RT) D5-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) D5-61 L 334 +70 (1.4' RTki. Z' r'T. D5-62 L 341+90 (72' LT) Lv ± 2_u ?71 L--r. 3.3] +� z .Lr_ D6-1 AL' 45 +56.00 (8.78' RT) D6-2 L 346 +10.00 D6-3 AU 44 +69.81(8.19' RT) TO 46 +19.55 (9.36' RT 1 5- LQ 4 L� tptp j f L- Tv 1 1 q ' LT. D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 (9.36' RT) D6-5 AL' 46 +1 9.55 (9.36' RT) TO AL' 48 +00 (3' RT) D6-6 L 346 +50 (24' RT) TO L 346 +10 W RT) D6-7 B R' 46 +50 (44' RT) TO BIT 46+40 (44' RT) D6-8 BR' 46+40 (44' RT) TO BR' 46 +66 (68' RT) D6-9 BR' 46 +27.0 (44' RT) TO BR' 46+40 (44' RT) 1215- J L Z; 7 c � "L Lx) 1 c7 Al-1-47- ' D6-11 AU 47 +60.00 (0.0' RT) OF -T- /0 l - D6-12 L 348+00 (2' RT) TO L 346 +50 (2' RT) SHEET TOTAL 4 � REGION NO STATE 10 WASH DESIGNED BY K. EZEOKEKE ENTERED BY S. LARSON 7123/95 CHEC By R. SUAFOA JOB NUMBER 9 4WO97 PROJ. ENGR. J. JOHNSON REGIOfTADM. R.Q. ANDERSON CONTRACT NO,. J ■A T E DATE REVISION BY 6 41 /rV4 nNi a 0/1� y ENVIRONMENTAL & ENGINEERING SERVICE CENTER 1 1 30-1 a U Q w J cc cc z Dm �w c� C.Y. 40 t" op-bi m+j_il w-Maill mull Mid 10 0 Rol m M 3 ()2 a Q Q x Q cr O z M ac W' 0 to co 0 S.F. trLlm F4Gzl= lWTIM l� iRI -1iM ,. -fi, 310 370 260 1370 60 140 200 150 WrWashington State Department of Transportation GENERAL NOTES: cn w 0 z J �z 0 w c' 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ", 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ", 2912,14 2114'27 13 2,24,25 9114 8,9,26 14 2 2 8,26 8,26 26 2 2 2 2,27 24925 2, 8,26 2 9,26 2,18,19, 28,31 9, #3,14 5,14,27 13,14 14 14 14 �& u N !S"' T KP" 'U''C T E D 26�t 826 ONLY 14 SR 405 SN -22 TUKWILA TO FACTORIA SCaDI - STAGE I . SHEET 116 OF STRUCTURE NOTES 185 SHEETS jopl? 5�cO 5 �5'i > STRUCTURE NOTES>K- D5-43 z 2 2 D5-45 L2,, -F,5 l �' L - 2 L -7 cp /+ D5-46 AL' 41 +77 (35.35' LT) TO L 341 +74.1 (0' RT) 1 D5-47 0 3� (35-48 L 341+91 (4.1' LT) D 5A 9 L 341+90 RT) TO L 341+74.10 (X RT) 1 1 NOTE: Q D5-50 AL' 42 +22 (36.25' LT) TO AL' 41+77 (35.35' L 1 1 D5-51 L 342 +10 (6' RT) TO L 341 +90 (6' RT) 1 1 THE FIRST NUMBER OF THE = D5-53 L 342 +70 (2' RT) ¢ = L 341+99 (1.8' LT) "CODE DESIGNATION" BELOW 0 w L 335 +27 (0' RT) a _ J REFERS TO THE SHEET NO. OR o 1 2 D5-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) CC 0 L 334 +70 - 1.2 t2-r, THE SHEET REFERENCE NO. w o UL L�-;31 + LDLA L .1-) -�- -1-al z oc� T_ --- AL' 45 +56.00 (8.78' R SHOWING THE DRAINAGE FEATURE. L 346 +10.00 . . b, r- -. D6-3 AL' 44 +69.81(8.19' RT) TO 46+19.55(9.36! RT) 49 0 w � THE SECOND NUMBER REFERS TO L 346 +17 (43.0' LT) TO AL' 46 +19.55 (9.36' RT 1 2 Y [3 AL' 45 +19.55 (9.36' RT) TO AL' 48 +00 (3' RT) 2 20 cc 0 w to THE DRAINAGE FEATURE m ELEVATION EAST OF WALL #3. m B R' 46 +50 (44' RT) TO B R' 46+40 (44' RT) m 0 B R' 46+40 (44' RT) TO B R' 46 +66 (68' RT) 1 3 FOUND ON THAT SHEET. w m cn w L231 + 1I hoc-, "Z! f c . .-To. t,32s -) +u (-z-ca, : w Q cc 0 v D6--12 w J w W w a. 0 0 0 z Q D D � "' w CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. C.Y. 445A2- _13-27.466.44 ' 2 ',� 2 z 35. BEVELED END SECTION REQUIRED. D5-43 -7 j 2 2 D5-45 L2,, -F,5 l �' L - 2 L -7 cp /+ D5-46 AL' 41 +77 (35.35' LT) TO L 341 +74.1 (0' RT) 1 D5-47 L 341 +74.1 (0' RT) TO -338+8&58-(3 2 40 (35-48 L 341+91 (4.1' LT) D 5A 9 L 341+90 RT) TO L 341+74.10 (X RT) 1 1 D5-50 AL' 42 +22 (36.25' LT) TO AL' 41+77 (35.35' L 1 1 D5-51 L 342 +10 (6' RT) TO L 341 +90 (6' RT) 1 1 D5-52 AL' 42+44 (15' LT) D5-53 L 342 +70 (2' RT) D5-54 L 341+99 (1.8' LT) D5-56 L 333 +50 (0.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338 +83.58 (3' RT) TO L 338 +78 (3' RT) 1 2 D5-60 L 337 +55.44 (0' RT) TO 337 +55 (76' LT) 2 D5-�61 L 334 +70 - 1.2 t2-r, D5-62 L 341+90 (72' LT) 03 - LV3 L�-;31 + LDLA L .1-) -�- -1-al z oc� T_ D6-1 AL' 45 +56.00 (8.78' R D6-2 L 346 +10.00 . . b, r- -. D6-3 AL' 44 +69.81(8.19' RT) TO 46+19.55(9.36! RT) 49 33. - D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 (9.36' RT 1 2 D6.5 AL' 45 +19.55 (9.36' RT) TO AL' 48 +00 (3' RT) 2 20 D6-6 L 346 +50 (Z RT) TO L 345 +10 (.2" RT) 1 4 cc 3 -t9 ! - Lo ELEVATION EAST OF WALL #3. D6-7 B R' 46 +50 (44' RT) TO B R' 46+40 (44' RT) 1 1 D6.8 B R' 46+40 (44' RT) TO B R' 46 +66 (68' RT) 1 3 D6-9 BR' 46 +27.0 (44' RT) TO BR' 46+40 (44' RT) 1 1 fps- u5 L231 + 1I hoc-, "Z! f c . .-To. t,32s -) +u (-z-ca, : 1_5 L�- D6-11 AL' 47 +60.00 (0.0' RT) ° D6--12 L 348 +00 (2' RT) TO L 346 +50 (2' RT) 1 15 SHEET TOTAL 23- `"144- "PKtu by R. SUAFOA J. JOHNSON • R.Q. ANDERSON 7. DATE I2� DATE E �T1 Xxd Mrsno � r 1--_:� 640 1 153 3-- -13- REGION NQ. MIE 10 WASH .FOB NUMBER 94WO97 CONTRACT NO. BY L/ S-16 0.2 0.1 0.1 0.2 0.1 -G;T- �6 -7 j _. 3 X30 3 GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ~" cc ELEVATION EAST OF WALL #3. ? w w ° © © © z 34. SEE DETAIL DD-5. 0 z Q D D � "' w w z ca � ',� °- z 35. BEVELED END SECTION REQUIRED. cn co = T = U-1 _ SEE STANDARD PLAN B -7A. w ZCL Za- z< Q w < ¢ < M ~ 2 ~ �§ ° co 36' BORING FROM WETLAND ON SHOULDER EACH EACH EACH EACH EACH EACH WILL NOT BE ALLOWED. 2,12,14 37. SEE UNDERDRAIN DETAIL ON BARRIER 2,14,27 DETAIL SHEET 131)-3. 13 2,24,25 9,14 8,9,26 14 coo K ENVIRONMENTAL &ENGINEERING SERVICE CENTER 2 2 8,26 8,26 26 1 2 1 2 1 2 2,27 24,25 2, 8,26 1 2 9,26 2,18,19, 28,31 9,13,14 5, 14127 13,14 14 14 14 26 8,26 14 A Washington State Department of Tra ns portation SR 405 SN -23 TUKWI A TO FAC TORIA SCSDI " STAGE ! SKEET 117 STRUCTURE NOTES 9es SSEETS 51Z STRUCTURE NOTES* D5-43 ' . D5-45 . L ���� -�- S 1 L �� t--T• � D5-46 AL' 41+77 (35.35' LT) TO L 341+74.1 (0' RT) D5-47 L 341+74.1 (0' RT) TO D5-48 L 341+91 (4.1' LT) D5-49 L 341+90 ART) TO L 341+74.10 RT) D5-50 AL' 42 +22 (36.25' LT) TO AL' 41 +77 {35.35' LT} D5-51 L 342 +10 (6 RT) TO L 341+90 (6' RT) D5-52 AL' 42+44 (15' LT) D5-53 L 342 +70 (2' RT) D5-54 L 341+99 (1.8' LT) D5-56 L 333 +50 (O.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338+83.58 (3' RT) TO L 338 +78 (3' RT) D5-60 L 337 +55.44 (0' RT) TQ 337 +55 (76' LT) D5-61 L 334 +70 . ' D5-62 L 341+90 (72' LT) D5- L-3 LSSI 4- LvL4 L c, cl D6-1 AU 45 +56.00 (8.78' RT) D6-2 L 346 +10.00 . 1 .co'-r. D6-3 AL' 44 +69.81(8.19' RT) TO 46 +19.55 (9.36' RT) D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 (9.36' RT) D6-5 AU 46 +19.55 (9.36' RT) TO AU 48 +00 (3' RT) D6-6 L 346 +50 (2` RT) TO L 346+10.0 RT) 1. V 1 -u D6-7 B R' 46 +50 (44' RT) TO B R' 46+40 (44' RT) D6-8 BR' 46+40 (44' RT) TO BR' 46 +66 (68' RT) D6-9 BR' 46 +27,0 (44' RT) TO BR' 46+40 (44' RT) 1 F)S -- L 5 L�-:� 4- -"Ii 2 -Cn , 2 L.T I -1"_0 L- 3,?; -�- u 2.© ?, _ D6-11 AU 47 +60.00 (o.a' RT) D6-12 L 34 8 +0 0 (2' RT) TO L 346+50 (2' RT) SHEET TOTAL ►t\CU UT R. SUAFOA • ENGP. J. JOHNSON • R.Q. ANDERSON DATE 0 1 L.T 0 1 1 1 1 - 2 2 REGION NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94WC97 CONTRACT NO. BY Y '-7 5 w 0 J w w w Lu C0 2,12,14 2,14,27 13 2,24,25 9,14 8,9,26 14 2 2 8,26 8,26 26 2 2 2 2,27 24,25 2, 8,26 2 9,26 2,18,19, 28,31 9,13,14 5,14,27 13,14 14 14 14 26 8,26 14 GENERAL NOTES: Aftkk SR 40 Washington state TUKWILA TO FACTCRIA SN -24 Department of Transportation SC&DI -- STAGE l SHEET OF STRUCTURE NOTES 985 SHEETS S'2 <yoS���U7 Y ' rw - �'� •Yr � NOTE: z z z z z � � a � z oc o THE FIRST NUMBER OF THE ca co � cc z z o w "CODE DESIGNATION" BELOW ° co cq z U z _J UJ REFERS TO THE SHEET NO. OR o c) C3 c� ° N ~ z J Q ~ m THE SHEET REFERENCE NO. � u- 40 � z w 2U w Q w CC C30 SHOWING THE DRAINAGE FEATURE. � � � � 0 w c°v w w m = a o Q o Zz °z THE SECOND NUMBER REFERS TO 04 c") > O > a Q om * z w ° a THE DRAINAGE FEATURE ,-- w w a -t-�- w w a. ,.- w w a. Y w Lu w w cc c9 Q c� oc � CO a w aw. a _ ❑0 M FOUND ON THAT SHEET. o o o v 0 ,-. 0 V3 w w � +--- cc. z¢ z¢ Q Z� �d 0 v C] Q z D O z 2 L7 Z �°''` F^ 2 Q Q F- U ui arc J LL. C] U CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. D5-43 ' . D5-45 . L ���� -�- S 1 L �� t--T• � D5-46 AL' 41+77 (35.35' LT) TO L 341+74.1 (0' RT) D5-47 L 341+74.1 (0' RT) TO D5-48 L 341+91 (4.1' LT) D5-49 L 341+90 ART) TO L 341+74.10 RT) D5-50 AL' 42 +22 (36.25' LT) TO AL' 41 +77 {35.35' LT} D5-51 L 342 +10 (6 RT) TO L 341+90 (6' RT) D5-52 AL' 42+44 (15' LT) D5-53 L 342 +70 (2' RT) D5-54 L 341+99 (1.8' LT) D5-56 L 333 +50 (O.0' RT) D5-57 L 335 +27 (0' RT) D5-58 L 338+47 (0' RT) D5-59 L 338+83.58 (3' RT) TO L 338 +78 (3' RT) D5-60 L 337 +55.44 (0' RT) TQ 337 +55 (76' LT) D5-61 L 334 +70 . ' D5-62 L 341+90 (72' LT) D5- L-3 LSSI 4- LvL4 L c, cl D6-1 AU 45 +56.00 (8.78' RT) D6-2 L 346 +10.00 . 1 .co'-r. D6-3 AL' 44 +69.81(8.19' RT) TO 46 +19.55 (9.36' RT) D6-4 L 346 +17 (43.0' LT) TO AL' 46 +19.55 (9.36' RT) D6-5 AU 46 +19.55 (9.36' RT) TO AU 48 +00 (3' RT) D6-6 L 346 +50 (2` RT) TO L 346+10.0 RT) 1. V 1 -u D6-7 B R' 46 +50 (44' RT) TO B R' 46+40 (44' RT) D6-8 BR' 46+40 (44' RT) TO BR' 46 +66 (68' RT) D6-9 BR' 46 +27,0 (44' RT) TO BR' 46+40 (44' RT) 1 F)S -- L 5 L�-:� 4- -"Ii 2 -Cn , 2 L.T I -1"_0 L- 3,?; -�- u 2.© ?, _ D6-11 AU 47 +60.00 (o.a' RT) D6-12 L 34 8 +0 0 (2' RT) TO L 346+50 (2' RT) SHEET TOTAL ►t\CU UT R. SUAFOA • ENGP. J. JOHNSON • R.Q. ANDERSON DATE 0 1 L.T 0 1 1 1 1 - 2 2 REGION NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94WC97 CONTRACT NO. BY Y '-7 5 w 0 J w w w Lu C0 2,12,14 2,14,27 13 2,24,25 9,14 8,9,26 14 2 2 8,26 8,26 26 2 2 2 2,27 24,25 2, 8,26 2 9,26 2,18,19, 28,31 9,13,14 5,14,27 13,14 14 14 14 26 8,26 14 GENERAL NOTES: Aftkk SR 40 Washington state TUKWILA TO FACTCRIA SN -24 Department of Transportation SC&DI -- STAGE l SHEET OF STRUCTURE NOTES 985 SHEETS S'2 <yoS���U7 Y ' NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. D6-22 L 348 +82.00 (70' RT) 1 D6-23 L Du B /(t, pT '7_0 2 4 1 ) D6-24 A 16 +40.00 (70' RT) D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) D6-26 A 17+21.24(60.51 RTj TO A 17 +15.66 (60.48' RT) D6--27 A 17 +81.07 (87' RT) TO A17 +21.24(60.5' RT) D6-28 A 17+42.75 X69.50' RTj D6-29 A 17 +56.68 (77.11' RT) D6-30 A 17 +74.88 (88.0' RT) TO A 1 7+42.75 (69.5' RT) D6-32 ' D6-33 AU 50 +38.00 40.0' RTj D6-34 A 18 +70 (40' RT) TO AL S0 +38 (0' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RI) 164-75 D6-37 D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 ( 120.6' LT) T K. EZEOKEKE S. LARSON R. SUAFOA • J. JOHNSON • R.O. ANDERSON SHEET TOT 7/17195 .1 1 r T. Z DATE I DATE 0 REVISION 1 If r J C.Y. STRUCTURE NOTES* J Z 0 a Q X W = J t7 � REGION NO. SIATE 10 WASH JOB NUMBER 94WO9? CONTRACT NO, BY S C.Y. ..J z 0 X w J Lu Z = Q C.Y. J z 0 N- 0 w „ ,. O a = G.Y. H Z w 0 0 EACH 1 a J Z Lu C� EACH 1 70 �/9 � c o ENVIRONMENTAL & ENGINEERING SERVICE CENTER CODE LOCATION E w 1. - EXTEND AND CONNECT EXISTING PIPE w cu TO NEW CATCH BASIN OR MANHOLE. D 5 -(,6 /--3371'77 z Z F-- z D6-13 AL' 48 +00 (3.0' RTj TO AL' 50+00 (8' RT) ~ w Z D6-14 BR' 46 +46 (68' RT) z ~ D6-15 BR' 45+49.48 (55.16' RT) 2,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER b5-6 -7 3 � +�a I9g`r � / O � 33%4o z07`� -T) C D&-16 BR' 45+49.48 (55.16' RT) o a D6-17 D6-18 BR' 48 +37 (82' RT) B R'48+37 (82' RT ) w w DS -G Z j3S -a8 5'� (3 per) 7��3� +3Q �r3' �?, K L cc: W D6-19 BR' 45 +25 (105' RT) EACH D&20 BR' 45 +25 (105' RT) ¢ CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD--2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFORM MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH u. D6-21 BR' 45 +01 (130' RT) TO A 21+ 89.35(53.63' RT) 2 D �S - 7J L 3 -3 7-� 5!�'(? c,'/- (A TT D6-22 L 348 +82.00 (70' RT) 1 D6-23 L Du B /(t, pT '7_0 2 4 1 ) D6-24 A 16 +40.00 (70' RT) D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) D6-26 A 17+21.24(60.51 RTj TO A 17 +15.66 (60.48' RT) D6--27 A 17 +81.07 (87' RT) TO A17 +21.24(60.5' RT) D6-28 A 17+42.75 X69.50' RTj D6-29 A 17 +56.68 (77.11' RT) D6-30 A 17 +74.88 (88.0' RT) TO A 1 7+42.75 (69.5' RT) D6-32 ' D6-33 AU 50 +38.00 40.0' RTj D6-34 A 18 +70 (40' RT) TO AL S0 +38 (0' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RI) 164-75 D6-37 D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 ( 120.6' LT) T K. EZEOKEKE S. LARSON R. SUAFOA • J. JOHNSON • R.O. ANDERSON SHEET TOT 7/17195 .1 1 r T. Z DATE I DATE 0 REVISION 1 If r J C.Y. STRUCTURE NOTES* J Z 0 a Q X W = J t7 � REGION NO. SIATE 10 WASH JOB NUMBER 94WO9? CONTRACT NO, BY S C.Y. ..J z 0 X w J Lu Z = Q C.Y. J z 0 N- 0 w „ ,. O a = G.Y. H Z w 0 0 EACH 1 a J Z Lu C� EACH 1 70 �/9 � c o ENVIRONMENTAL & ENGINEERING SERVICE CENTER *"' SEE SPECIAL PROVISIONS. J w 1. - EXTEND AND CONNECT EXISTING PIPE w cu TO NEW CATCH BASIN OR MANHOLE. w w Z Z F-- z m ~ w Z z �' z ~ 2,14 2914 2,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER z z C Z '0 o a 0 w w w w W Q Z cc: W NCH EACH EACH EACH D6-22 L 348 +82.00 (70' RT) 1 D6-23 L Du B /(t, pT '7_0 2 4 1 ) D6-24 A 16 +40.00 (70' RT) D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) D6-26 A 17+21.24(60.51 RTj TO A 17 +15.66 (60.48' RT) D6--27 A 17 +81.07 (87' RT) TO A17 +21.24(60.5' RT) D6-28 A 17+42.75 X69.50' RTj D6-29 A 17 +56.68 (77.11' RT) D6-30 A 17 +74.88 (88.0' RT) TO A 1 7+42.75 (69.5' RT) D6-32 ' D6-33 AU 50 +38.00 40.0' RTj D6-34 A 18 +70 (40' RT) TO AL S0 +38 (0' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RI) 164-75 D6-37 D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 ( 120.6' LT) T K. EZEOKEKE S. LARSON R. SUAFOA • J. JOHNSON • R.O. ANDERSON SHEET TOT 7/17195 .1 1 r T. Z DATE I DATE 0 REVISION 1 If r J C.Y. STRUCTURE NOTES* J Z 0 a Q X W = J t7 � REGION NO. SIATE 10 WASH JOB NUMBER 94WO9? CONTRACT NO, BY S C.Y. ..J z 0 X w J Lu Z = Q C.Y. J z 0 N- 0 w „ ,. O a = G.Y. H Z w 0 0 EACH 1 a J Z Lu C� EACH 1 70 �/9 � c o ENVIRONMENTAL & ENGINEERING SERVICE CENTER 0 1 �- -4- Washington State VAf Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 0 z *"' SEE SPECIAL PROVISIONS. J w 1. - EXTEND AND CONNECT EXISTING PIPE w cu TO NEW CATCH BASIN OR MANHOLE. w w v' 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR 14 BUILDING BIOFILTRATION SWALE BANKS. SEE 14'14 W 14 QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 2,14 2914 2,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER w CL z TYPE 4B DETAIL ON SHEET BD-4. ~' Lu tu- O 2114 .4 .J U �-- 8,26 � m W Q Z cc: W 4110 CL 12,14 14,27 C� ¢ CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD--2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFORM MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH u. EACH L.F. 2 C.Y. 0 1 �- -4- Washington State VAf Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 0 z *"' SEE SPECIAL PROVISIONS. J 1. - EXTEND AND CONNECT EXISTING PIPE w cu TO NEW CATCH BASIN OR MANHOLE. w w v' 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR 14 BUILDING BIOFILTRATION SWALE BANKS. SEE 14'14 ROADWAY PROFILES FOR ADDITIONAL 14 QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 2,14 2914 2,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER 2914 TYPE 4B DETAIL ON SHEET BD-4. 2,14 6. - INSTALL STANDARD FRAME & GRATE FOR 2114 CATCH BASIN. 8,26 11,14 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING 4110 12,14 14,27 QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD--2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFORM MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH 2118,19, 28,31 2 2 2 8,26 12,14 13,14 14 1,26 14 MAXIMUM PROCESS FLOW OF 415 GPM AND 14 DESIGN FLOW OF 125 GPM. 9 8,26 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 9,15 2,3 "A5 CONSTRUCTED PLPN'S" ONLY SR 405 TUKWILA TO FAG'TCRIA SC8DI -- STAGE i STRUCTURE NOTES SN -25 1 SHEET 119 OF 985 SHEETS S2 X05111 <7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. cc aa.. a� w 2i Q CODE C.Y. D5- L- G- Zoe: D6-13 AL' 48+00 (3.0' RT) TO AL' 50 +00 (8' RT) D6-14 BR' 46 +46 (68' RT) D6-15 B R' 45+49.48 (55.16' RT) D6-16 B R'45+49.48 (55.16' RT) D6-17 BR' 48 +37 (82' RT) D6-18 BR' 48 +37 (82' RT) nT D6-19 BR' 45 +25 (105' RT) D6-20 B R' 45 +25 (105' RT) D6-21 B R' 45 +01(130' RT) TO A 21+ 89.35(53.63' RT) D6-22 L 348 +82.00 (70' RT) D6-23 L 849T-7E) (3'lzi) TE) 848-ir-AVAw (0' Fff)- L q 0 -t-0 D6-24 A 16 +40.00 (70' RT) D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) D6-26 A 17+21.24(60.51 RT) TO A 17 +15.66(60.48' RT) D6r27 A 17 +81.07 (87' RT) TO A17 +21.24 (60.5' RT) D6-28 A 17+42.75 (69.50' RT) D6-29 A 17 +66.68 (77.11' RT) D6-30 JA 17 +74.88 (88.0' RT) TO A 17+42.75 (69.5' RT) 14 m 0 0 cc w tors C.Y. D6-32 p A- � 1,5- /-?2.T D6-33 AL' 50 +38.00 (0.0' RT) D6-34 A 18 +70 (40' RT) TO AL' 50 +38 (0' RT) D6-35 A 16 +50 (45' RTC D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RT) )7 (Lao .5. 4-To. ) u v -I e>_( I-'- a_ —I D6-37 L3 44cl - to 1 C - {zT� D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 (120.6' LT) 3114 c u EDT K. EZEOKEKE REDBY S. LARSON �KED By R. SUAFOA • - J. JOHNSON Dfq • R.Q. ANDERSON SHEET TOTAL 7/17 DATE I- DATE 0 J J cn cc d 0 TON 31 r i2-T 31 4 u-0 v z aw. a 0 w z L.F. REVISION c� D O �r- . a z w a d D L.F. )7-1 L - Sf-- E REGION NO. SIATE #O WASH JOB NUMBER 94WO97 CONTRACT BY STRUCTURE NOTES* ctii a � w cz mz _< Q 0 0 w EACH . r• w a >- J z� Q� m z _< H d 0 U LL. 1 1 w z Q H U EACH 1 1 1 1 r. Z N w z d H U e3:■ 1 � F NA L I RF-00 D ET2 Z . ai P oJ. No. ENVIRONMENTAL & ENGINEERING SERVICE CENTER z cm w z Q H U EACH I w a w w 0 co z H L.F. 200 170 m M m 57 w w 0 0 Z_ Z d _ L.F 200 10 26 88 20 20 20 20 86 170 0 33 30 15 16 Washington State Department of Transportation w o J Q ac z c w w (n GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: -GALVANIZED STEEL STORM SEWER P -TR. 51 0. . TH ICK. TR. 2 WITH WE L ASKETED LONG ITU DI NA MS, 0.0 THICK, DIAM 3 INCHES LARGER THA CIFIED. ALUMINIZED STEEL STORM SEWER PIPE: - TR. 510.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. NUM STORM SEWER Pi _TR. 52 0.0 ICK. -PLAIN WITH NGITUDINAL SEAMS 0 N. THICK, DIAM CHES GER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. - VANIZED STEEL OR TR. 2 Rew PITCH GALVANIZE 1N. THICK. 11111 IL E 8 -9.9 OF HYDRAULICS MAN THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. Fu R "AS CONSTRUCTED PLANS" ONLY Q« v � zo 1 2,14 cq w a w a. 2,14 z o Q° 11=14 m U U � 2,18,19, cn U cc EACH 1 w z Q H U EACH 1 1 1 1 r. Z N w z d H U e3:■ 1 � F NA L I RF-00 D ET2 Z . ai P oJ. No. ENVIRONMENTAL & ENGINEERING SERVICE CENTER z cm w z Q H U EACH I w a w w 0 co z H L.F. 200 170 m M m 57 w w 0 0 Z_ Z d _ L.F 200 10 26 88 20 20 20 20 86 170 0 33 30 15 16 Washington State Department of Transportation w o J Q ac z c w w (n GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: -GALVANIZED STEEL STORM SEWER P -TR. 51 0. . TH ICK. TR. 2 WITH WE L ASKETED LONG ITU DI NA MS, 0.0 THICK, DIAM 3 INCHES LARGER THA CIFIED. ALUMINIZED STEEL STORM SEWER PIPE: - TR. 510.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. NUM STORM SEWER Pi _TR. 52 0.0 ICK. -PLAIN WITH NGITUDINAL SEAMS 0 N. THICK, DIAM CHES GER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. - VANIZED STEEL OR TR. 2 Rew PITCH GALVANIZE 1N. THICK. 11111 IL E 8 -9.9 OF HYDRAULICS MAN THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. Fu R "AS CONSTRUCTED PLANS" ONLY 14 14,10 14 2114 2,14 2,14 2114 2,14 2114 8,26 11=14 4110 12!14 14!27 2,18,19, 28'31 2 2 2 8,26 12,14 13,14 14 1,26 14 14 9 8,26 9,15 2,3 9R 405 TUKWILA TO FACTORIA SCEJAl .- STAGE i STRUCTURE NOTES SR yo r SN -26 1 SHEET i za Or 9B5 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D6-13 AL' 48+00 (3.0' RT) TO AL' 50 +00 (8' RT) D6-14 BR' 46+46 (68' RT) D6-15 B R'45+49.48 (55.16' RT) Cl L D6--16 BR' 45+49.48 (55.16' RT) D6-17 BR' 48 +37 (82' RT) D6-18 BR' 48 +37 (82' RT) D5 - t L 3f,,y f F8'.2� & D6-19 B R' 45 +25 (105' RT) D6-20 B R' 45 +25 (105' RT) D6-21 B R'45+01(130' RT) TO A 21+ 89.35(53.631 RT) -�C-) L I+I-F- 0' �--y - T - L- . Viz-- �' Q D6-22 L 348 +82.00 (70' RT) a ti E w 0 cn !i :� 8o Z are L.F. D6-23 u4w+-t I t-" t tj ? ' �r D6-24 A 16 +40.00 (70' RT) D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) D6-26 A 17 +21.24(60.5' RT) TO A 17 +15.66(60.4x' RT) D6-27 A 17 +81.07 (87' RT) TO A17 +21.24(60.5' RT) D6-28 A 17+42.75 (69.50' R-T) D6-29 A 17 +66.68 (77.11' RT) D6-30 A 17 +74.88 (88.0' RT) TO A 17+42.75 (69.5' RT) a a w M 0 o z� CL [V L.F. STRUCTURE NOTES-* rH•L4'WT D6r32 L - o -1 -C, f 1 -70 4- Oho xz-T D6-33 AL' 50 +38.00 (0.0' RT) D6-34 A18+70 (40' RT) TO AL' 50 +38 (0' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RTC 6a !w Fgy D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 (120.6' LT) 31ACU o r K. EZEOKEKE RED BY S. LARSON XED BY R. SUAFOA . ENGR. J. JOHNSON DN ADM. R.Q. ANDERSON SHEET TOTAL 1 I 1 --€3- 7117195 DATE I DATE I REVISION , 7 I M .E - � 1 -60-- REGION NO, MATE 10 WASH JOB NUMBER 944 O97 CONTRACT NO. G/ 71!q- (4OF 1 1 32 -s2 ENVIRONMENTAL &ENGINEERING SERVICE CENTER 1 AM*,k - WashEngton State Department of Transportation SPIRAL RIB STORM SEWER PIPE: 14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 14,10 PITCH ALUMINIZED STEEL 0.109 IN. THICK. 14 17. - USE CONCRETE PIPE ANCHORS. SEE 2,14 SPECIAL PROVISIONS. SEE STANDARD PLAN 2,14 1 B -12. 2,14 2,14 2,14 118. ---FOR 72,96 AND 120 INCH DETENTION 2114 { TANKS: 8126 ,� 0 - 4,10 ac 12,14 �� 2,18,19, 28!31 2 7� - r 7 � — 12,14 GENERAL NOTES: w w w w z cu cn cn ° 15. SEE BIKE PATH STRUCTURE NOTE SHEET cn M cn J M cn 2 cn M o < < w a Q o Q o Q FOR ADDITIONAL QUANTITIES. � a � 0 W w = W w = L1J _ W W ...1 co co co co o cn �' �' -.� 0° cn 16. -THE ONLY ACCEPTABLE ALTERNATES z_ z z z z 0 U z m m m z 0 FOR ALUMINIZED STEEL STORM SEWER PIPE v¢ < Q d �* ) ; z z z J ARE: a ¢ < � w w z w z w w o �< z ¢ ¢ �n �o © ¢ z -PLAIN WITH GASKETED OR WELDED AND cacw } W Mcq W rcto w cacc w L� Q o �, cn0 z ? cn0 z ? F.._ z cn© z ? w c� REMETALIZED LONGITU DINAL SEAMS 0.109 IN. _..� a- _.i a- _j G6 _j a Q 0. o w C D .d. cc _ CD cn a c co a (, co a ° o w THICK, DIAMETER 3 INCHES LARGER THAN C � 0- U CL U tZ U 0- U C!7 co LL N LL Cr) = f� � Qi D +- � cw SPECIFIED, L.F. L.F. L.F. L.F. EACH L.F. L.F. L.F. EACH EACH EACH EACH rH•L4'WT D6r32 L - o -1 -C, f 1 -70 4- Oho xz-T D6-33 AL' 50 +38.00 (0.0' RT) D6-34 A18+70 (40' RT) TO AL' 50 +38 (0' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RTC 6a !w Fgy D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 (120.6' LT) 31ACU o r K. EZEOKEKE RED BY S. LARSON XED BY R. SUAFOA . ENGR. J. JOHNSON DN ADM. R.Q. ANDERSON SHEET TOTAL 1 I 1 --€3- 7117195 DATE I DATE I REVISION , 7 I M .E - � 1 -60-- REGION NO, MATE 10 WASH JOB NUMBER 944 O97 CONTRACT NO. G/ 71!q- (4OF 1 1 32 -s2 ENVIRONMENTAL &ENGINEERING SERVICE CENTER 1 AM*,k - WashEngton State Department of Transportation SPIRAL RIB STORM SEWER PIPE: 14 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 14,10 PITCH ALUMINIZED STEEL 0.109 IN. THICK. 14 17. - USE CONCRETE PIPE ANCHORS. SEE 2,14 SPECIAL PROVISIONS. SEE STANDARD PLAN 2,14 1 B -12. 2,14 2,14 2,14 118. ---FOR 72,96 AND 120 INCH DETENTION 2114 { TANKS: 8126 ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" x 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION TANK ", DD-2. 11,14 4,10 12,14 14,27 2,18,19, 28!31 2 2 2 8126 12,14 13,14 14 1,26 14 17r" ezfi FOR "AS CONSTRUCTED 9,,5 PLANS" ONLY 2,3 SR 405 N -27 TUKWILA TO FACTORIA � SCEIpl -- STAGE I S ET OF STRUCTURE NOTES 985 SHEETS 1� �0. vS /5��7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE EACH D6-13 AL' 48+00 (3.0'R-0 TO AL' 50 +00 (8' RT) D6-14 BR' 46 +46 (68' RT) D6-15 BR' 45+49.48 (55.16' RT) ZO-7 ' L`r D6-16 BR' 45+49.48 (55.16' T) D6-17 BR' 48 +37 (82' RI) D6-18 BR' 48+37 (82' RT) D6-19 BR' 45 +25 (105' RT) D6-20 B R' 45 +25 (105# RT) D6-21 BR' 45 +01 (130' RT) TO A 21+ 89.35(53.63' RT) DS - -3 C �--7 +- 5c�-,v/ 7(- c'L4 a2L A- 'z D6-22 L 348 +82.00 O ' RT) D6r-23 �- D6--24 A 16+40.00 (70' RT) D6 -25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) D6-26 A 17+21.24(60.5' RT) TO A 17 +15.66(60.48' RT) D6-27 A 17+81.07 (87' RT) TO A17 +21.24(60.5' Rl) D6-28 A 17+42.75 (69.50' RT) D6-29 A 1 7+66.68 (77.11' RT) D6-30 A 17 +74.88 (88.0' RT) TO A 17+42.75 (69.5' RT) U.1 D z H u CC d z . 3: z r� D6-32 L' D6-33 AL' 50 +38.00 (0.0' RT) D6-34 A 18 +70 (40' RT) TO AL' 50 +38 (O' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RT) A 124- 1 �-' I a T-C> -8- D&37 . D6-43 L 353 +83.28 ( 107.98' LT) TO L 351+50 ( 120.6' LT) SHEET TOTAL DESIQNED By K. EZEOKEKE -ENTERED BY S. LARSON 7123195 CHECKED By R. SUAFOA PROJ. ENGR. J. JOHNSON REGION • R.Q. ANDERSON DATE DATE 0 1 4- w z D z N a¢ zz � v o "' EACH 22 13` REVISION co ui V W 0 EACH '5b _/_ S_ z U w EACH roll �z Qa w a. U = c<0 z z� C? iL o L.F. STRUCTURE NOTES- - e0 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONG INTU DINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. " 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A -- DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". t +� 14 14,10 14 2,14 aw a w w oC w 8,26 11114 4,10 12,14 W w Lu 2 2 2 2 w �c w 12,14 2© � �o 14 1,26 14 F— 14 tC X g© oC �? ac � z cn Cn p z C, 0 c;� 0 Z F- (D 9-i m 0 0 0) -- ,-- � � J r � 3 J w � w J cc 0) z p z C] cn z cn z to z o�CZ t ©� Lu v W � D 0 w� J� N o Z o o o o z P o D_ P o �.....i moo- I- 32 Un cc 00 00 ¢c% ¢zi da. a w L.F. L.F. I I L.F. L.F. L.F. EACH S.Y. 236 ® �A' REGION NO. SJAJE 10 WASH JCB W MB E R 94110]97 CONTRACT NO. L ��4E ENVIRONMENTAL & ENGINEERING SERVICE CENTER 2 1 2 :0 a Q � J ¢ � d �c = w J z CC/) U C.Y. 200 M111 i li m um 0 f f i a1 m m 0 m z 0 d x Q aC X 0 z a: cf) 0 0 U S.F. 1 700 80 80 •i 0M N :i Mv :i 0 'i 390 -s -3w -4258 - -5740- Ambkl Washington State Department of Transportation GENERAL NOTES: cn w 0 z J c7f z w � 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONG INTU DINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. " 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A -- DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". t +� 14 14,10 14 2,14 2114 2,14 2,14 2,14 2,14 8,26 11114 4,10 12,14 14,27 2'18'19' 2 2 2 2 2 8,26 12,14 13,14 14 1,26 14 14 9 run ��AS CONSTRUCTED 8126 PLANS" ONLY 9,15 2,3 SR 405 SN--28 TUKWILA TO FACTDRIA SCSDI -- STAGE I SHEET 12.2 DF STRUCTURE NOTES S er HE I NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D6-13 AL' 48+00 (3.0' RT) TO AL' 50 +00 (8' RT) D6-14 BR' 46+46 (68' RT) D6-15 BR' 45+49.48 (55.16' RT) D5- Co -1 L 3� "7 r G 2, f L -FD L �)? `7 - --L-1 D c D6-16 BR' 45+49.48 (55.16 RT) D6-17 BR' 48 +37 {82' RT} D6-18 BR' 48 +37 (82' RT) 3 J1 D6-19 BR' 45 +25 (105' RT) D6-20 BR' 45+25 ( 105' RT) D6-21 BR' 45 +01 (130' RT) TO A 21+ 89.35(53.63' R b 5`70 4-S5 6Z.U'L, D6-22 L 348 +82.00 (70' RT) D6-23 + D&24 A 16+40.00 (70' RT) D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36 R D6-26 A 17 +21.24(60.5' RT) TO A 17+15.66(60.48'R' D6-27 A 17 +81.07 (81" RT) TO Al 7 +21.24(60.5; RT) D6-28 A 17+42.75 (69.50' RT) 56-29 A 17+66.68 (77.11' RT) D6-30 A 17 +74.88 (88.0' RT) TO A 17+42.75 (69.5' RT) D6-32 D6--33 AL' 60 +38.00 (0.0' RT) 56-34 A 18 +70 (40' RT) TO AL' 50 +38 (0' RT) D6-35 A 16 +50 (45' RT) D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RT) -�,c) A / -7 -�- 2-1 0 - t� 'A-27-) '72) ILP -�- -75 D6-37 D6-43 L 353 +83.28 (107.98' LT) TO L 351+50 (120.6' LT) S. LARSON R. SUAFOA J. JOHNSON • R.Q. ANDERSON a D 0 D C] Q U- Mm U.1 - C.Y. 1 1 1 1 1 2 v D 2 1 1 2 I iC T SHEET TOTAL I --21- 7117 0— a. 0 w U m J' rCC °w V ca R C.Y. 20 1 1 10 2 2 2 2 16 20 6 1 21 3 STRUCTURE NOTESX- 8/2 + e _S Rc Jai. Porro�w qua -I-ifie DATE GATE REVISION 0.1 8,26 9,15 23 AS CONSTRUCTED I L �S'EC /x7 -- -ate- -- 4-- REGION NO. S FED. AID. P OJ ENVIRONMENTAL & ENGINEERING ,�. SR 405 10 WASH SERVICE CENTER Washington State TUKWIi_A TO FACTORIA S N--� � V7AP Department of Transportation SCaDl STAGE I JOB NUMBER SHEET 12.3 94WO97 or CONTRACT NO. STRUCTURE NOTES 985 =BY 4-7 6 SHEETS I �� GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6 --53. Z .J Z Z Z cc _ J - 33. INSTALL GRATE INLET AT LOWEST O E2 J z �- tz ELEVATION EAST OF WALL #3. 0 J z w w w z � co 0 _..J 34 DETAIL ❑D -5. . SEE DE R U cr W co s Z Z = � � � UJ J � _j J J °: z 35. BEVELED END SECTION REQUIRED. W' > � °c U ? w w � = _ '� Z a ° "' z a _ Z SEE STANDARD PLAN B--7A. CL O Z O cc © ¢>_ ¢ ]- Q Q w w C!3 t17 U U Q Q 36. BORING FROM WETLAND ON SHOULDER VIIiLL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH 14 ' 14,10 DETAIL SHEET BD-3. 14 2,14 2,14 1 2,14 1 2,14 2,14 1 2,14 0.1 8,26 11,14 4,10 12,14 14,27 280 64 2118,19,28,31 2 1 2 2 0.1 8,2 6 .5Q Q3 . r 12,14 1 13,14 14 1,26 1 14 ray f�1 ' 3, -s 14 9 8/2 + e _S Rc Jai. Porro�w qua -I-ifie DATE GATE REVISION 0.1 8,26 9,15 23 AS CONSTRUCTED I L �S'EC /x7 -- -ate- -- 4-- REGION NO. S FED. AID. P OJ ENVIRONMENTAL & ENGINEERING ,�. SR 405 10 WASH SERVICE CENTER Washington State TUKWIi_A TO FACTORIA S N--� � V7AP Department of Transportation SCaDl STAGE I JOB NUMBER SHEET 12.3 94WO97 or CONTRACT NO. STRUCTURE NOTES 985 =BY 4-7 6 SHEETS I �� STRUCTURE NOTES*- .z y�7 ;_ `rz• -��; 3 51 GENERAL NOTES: z cr- NOTE: z z z z z ¢ ¢ ° THE FIRST NUMBER OF THE co co z 0 w J "CODE DESIGNATION" BELOW .0 �' -` o REFERS TO THE SHEET NO. OR o C) N C) w �- ~ F.. z I-- m .... THE SHEET REFERENCE NO. o o O O 'l- (n x w= oc w w SHOWING THE DRAINAGE FEATURE. ~ "- F- - ~- °O ? m o n z ° z THE SECOND NUMBER REFERS TO � `�'� `�` 0 z « =� ° �" �-- r•, Lu t., M "E `' o 0 �" Ca w o X w F— a� THE DRAINAGE FEATURE w a w a J CL Lu} w w U �-- o M = c� w FOUND ON THAT SHEET. O a a a - a ,,- �-- F-- U ~' �" °- 1°r z = �-- =w =w = z� t� cFnw tW.� QQ <Q �Q ¢a Q°' a>- ca a o 0a o 0zz w < Q caw —1 u_ 0 0 cn CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. - -L AC k -1-1 L-DO D6-13 AU 48+00 (3.0' RT) TO AL' 50 +00 (8' RT) 14 D6-14 BR' 46+46 (68' RT) 14,10 D6--15 BR' 45+49.48 (55.16' RT) 14 22 1- L2�1 ±LA 0 C7,c� L-r) D6-16 BR' 45+49.48 (55.16' RT) 2114 D6-17 B R'48+37 (82' RT) 2,14 D6-18 BR' 48 +37 (82' RT) 2114 D6-19 B R' 45 +25 ( 105' RT) 2,14 D6-20 B R' 45 +25 (105' RT) 2114 D6-21 B R' 45 +01(130' RT) TO A 21+ 89.35 (53.63' RT) 2114 TC D6-22 L 348 +82.00 (70' RT) 8126 D6-23 + L 3L4 q & 0 Z1. y � - 11,14 D6-24 A 16 +40.00 (70' RT) 1 1 4110 -E— D6-25 A 17 +15.66 (60.48' RT) TO A 16 +50 (60.36' RT) 12,14 D6-26 A 17 +21.24(60.5' RT) TO A 17 +15.66(60.48' RT) 1 14,27 D6-27 A 17 +81.07 (87' RT) TO A17 +21.24 {60.5' RT} 2,18,19,28,31 D6-28 A 17+42.75 (69.50' RT) 2 D6-29 A 17 +66.68 (77.11' RT) 2 D6-30 A 17 +74.88 (88.0' RT) TO A 17+42.75 (69.5' RT) 2 8,26 D6-32 '15W-No aw L- TO -5-0 0 12,14 D6-33 AL' 50 +38.00 (0.0' RT) 1 13,14 D6-34 A 18 +70 (40' RT) TO AL' 50 +38 (0' RT) -} 4 D6-35 A 16 +50 (45' RT) 1 1,26 D6-36 A 16 +50 (60.36' RT) TO A 16+40 (70' RT) 14 1 1-7 4- 21 N 0 P-T —io - D6-37 y r-- 14 9 8,26 1 1 9,15 FOR C ONSTRUCTED D6--43 L 353 +83.28 (107.98' LT) TO L 351+50 (1120.61 LT} 2s3 PLANS" ONLY S HE ET TOTAL -1- - - -2- 1- -t- REGION MO. S D. O ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER ��� Washington State SN -3D DESIGNED By K. EZEOKEKE � O WASH � Department of Transportation TUKW #� TO FACTQRIIA ENTERM BY S. LARSON 7117195 p p ,,- SC�I]I STALE I R. SUAFOA JOB NUMBER SHEET PROJ. ENGR. J. JOHNSON 94WC97 124 OF REGION-AMM. R.Q. ANDERSON CONTRACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY-1 7 SHEETS �� I w F NOTE: ** SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. -- EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD -4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN }. 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 9114 14 THE FIRST NUMBER OF THE a 8,26 w 21 "CODE DESIGNATION" BELOW Ljj Z z z Z REFERS TO THE SHEET NO. OR 2932133,34 � J THE SHEET REFERENCE NO. o m 2 z SHOWING THE DRAINAGE FEATURE. _ Q U w THE SECOND NUMBER REFERS TO �-- U O U U THE DRAINAGE FEATURE z z z z FOUND ON THAT SHEET. LIJ o 0 x w z w m J U Z J ¢ � w w w w ©= U = ° _ ° CODE LOCATION EACH EACH EACH EACH D6-44 L.F. 7 3:S4 D6 -45 L 355 +06.57 (96.12' LT) TO L 353+72.39 (108.5' LT) 514 4.69 Z7.S7 R 7-0 S1 -P,1 (?T, onMaw 1&- '' 3' : e STRUCTURE NOTES K- D6 -49 L 346 +10 (2.0' RT) TO L 346 +11 (1.1' LT) 1 D6 -50 - A 20 +35 (52' RT) TO A 21+09.3 (53.84' RT) .' 10 D6 -53 L 325 +50 (108' RT) D6 -54 L 352 +50 (106' RT) 1 J 4-11 15L� 1 - 1 1 1 D7 -5 L 358 +55.45 (78.3' LT) TO L 358 +49.50 (78.51' LT) -rho D7 -7 B R' 57 +80 (25.4` RT) TO L 357 +70 (52' R D7 -8 BR' 57 +80 (28.40' RT) TO BR' 57 +80 (25.4' RT) D7 -9 L 357 +80 (94 RT) -.� Z p 1 q4 q1 r 20 - 6 LT D7 -10 L 357` 80 (62' RT) 1 D7 -12 L 359 +46 (60' RT) 1 L) � �s� ' 51 S k7- o A Z_0+63 L4/0,67"f7fl_ D7 -13 L 359 +46 (6. LT) 1 D7 -14 L 359 +45.90 (66.60' LT) TO L 358 +55.45 (783 LT) D7 -15 L 360 +00 (6' LT) TO L 359 +46.9 (V' LT) l 06-59 ,) jr o -t.2.4.(51 I?T, D7 -16 L 360 +00 (64' RT) 1 D7 -17 L 360 +00 (82' RT) TO BR' 57+ (254 RT) D7 -18 L 360 +84 (56' RT) 1 e Sep -I S 1 I� �,n 20 + 6. `T 1 SEE FIAII�I_ Zerolgp 00E: -7- D7 -19 L 360 +94 (2, RT) ' R`F. 1 SHEET TOTAL 4- _-2-- - 1--0- -4- REGION NO. STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING DESIGNED BY K. EZEOKEKE 10 WASH SERVICE CENTER ENTERED BY S. LARSON 7/17195 CHECKED BY R. SUAFOA JOB NUMBER f' .- =l PROJ. ENGR. J. JOHNSON 94W097 REGION ADM. R.Q. ANDERSON 8j( 7 CONTRACT NO. DATE DATE REVISION BY J�4 1910 1I�lashington State �r Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. W 0 z J lz C9 w ** SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. -- EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD -4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN }. 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 9114 14 a 8,26 c 21 Ljj 14 J C) z Z 2 2932133,34 8126 N Of z of w 2 0 Q N 0 6,14 U �-- Q Cx) 8926 JMATION w Z z LIJ Q U x J U LIJ w !s x w z w m J U Z J ¢ � C) J 0 Z) = w ©= U = ° _ ° C.Y. C.Y. C.Y. C.Y. EACH D6 -49 L 346 +10 (2.0' RT) TO L 346 +11 (1.1' LT) 1 D6 -50 - A 20 +35 (52' RT) TO A 21+09.3 (53.84' RT) .' 10 D6 -53 L 325 +50 (108' RT) D6 -54 L 352 +50 (106' RT) 1 J 4-11 15L� 1 - 1 1 1 D7 -5 L 358 +55.45 (78.3' LT) TO L 358 +49.50 (78.51' LT) -rho D7 -7 B R' 57 +80 (25.4` RT) TO L 357 +70 (52' R D7 -8 BR' 57 +80 (28.40' RT) TO BR' 57 +80 (25.4' RT) D7 -9 L 357 +80 (94 RT) -.� Z p 1 q4 q1 r 20 - 6 LT D7 -10 L 357` 80 (62' RT) 1 D7 -12 L 359 +46 (60' RT) 1 L) � �s� ' 51 S k7- o A Z_0+63 L4/0,67"f7fl_ D7 -13 L 359 +46 (6. LT) 1 D7 -14 L 359 +45.90 (66.60' LT) TO L 358 +55.45 (783 LT) D7 -15 L 360 +00 (6' LT) TO L 359 +46.9 (V' LT) l 06-59 ,) jr o -t.2.4.(51 I?T, D7 -16 L 360 +00 (64' RT) 1 D7 -17 L 360 +00 (82' RT) TO BR' 57+ (254 RT) D7 -18 L 360 +84 (56' RT) 1 e Sep -I S 1 I� �,n 20 + 6. `T 1 SEE FIAII�I_ Zerolgp 00E: -7- D7 -19 L 360 +94 (2, RT) ' R`F. 1 SHEET TOTAL 4- _-2-- - 1--0- -4- REGION NO. STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING DESIGNED BY K. EZEOKEKE 10 WASH SERVICE CENTER ENTERED BY S. LARSON 7/17195 CHECKED BY R. SUAFOA JOB NUMBER f' .- =l PROJ. ENGR. J. JOHNSON 94W097 REGION ADM. R.Q. ANDERSON 8j( 7 CONTRACT NO. DATE DATE REVISION BY J�4 1910 1I�lashington State �r Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. W 0 z J lz C9 w ** SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. -- EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD -4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN }. 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 9114 14 0 8,26 2112114 21 Ljj 14 2 2932133,34 8126 N Of 0 of w 2 2'14 o Y N 14 6,14 ui w 8926 JMATION w } w 0 w z !s z z J m F-- i-- = w EACH EACH L.F. C.Y. D6 -49 L 346 +10 (2.0' RT) TO L 346 +11 (1.1' LT) 1 D6 -50 - A 20 +35 (52' RT) TO A 21+09.3 (53.84' RT) .' 10 D6 -53 L 325 +50 (108' RT) D6 -54 L 352 +50 (106' RT) 1 J 4-11 15L� 1 - 1 1 1 D7 -5 L 358 +55.45 (78.3' LT) TO L 358 +49.50 (78.51' LT) -rho D7 -7 B R' 57 +80 (25.4` RT) TO L 357 +70 (52' R D7 -8 BR' 57 +80 (28.40' RT) TO BR' 57 +80 (25.4' RT) D7 -9 L 357 +80 (94 RT) -.� Z p 1 q4 q1 r 20 - 6 LT D7 -10 L 357` 80 (62' RT) 1 D7 -12 L 359 +46 (60' RT) 1 L) � �s� ' 51 S k7- o A Z_0+63 L4/0,67"f7fl_ D7 -13 L 359 +46 (6. LT) 1 D7 -14 L 359 +45.90 (66.60' LT) TO L 358 +55.45 (783 LT) D7 -15 L 360 +00 (6' LT) TO L 359 +46.9 (V' LT) l 06-59 ,) jr o -t.2.4.(51 I?T, D7 -16 L 360 +00 (64' RT) 1 D7 -17 L 360 +00 (82' RT) TO BR' 57+ (254 RT) D7 -18 L 360 +84 (56' RT) 1 e Sep -I S 1 I� �,n 20 + 6. `T 1 SEE FIAII�I_ Zerolgp 00E: -7- D7 -19 L 360 +94 (2, RT) ' R`F. 1 SHEET TOTAL 4- _-2-- - 1--0- -4- REGION NO. STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING DESIGNED BY K. EZEOKEKE 10 WASH SERVICE CENTER ENTERED BY S. LARSON 7/17195 CHECKED BY R. SUAFOA JOB NUMBER f' .- =l PROJ. ENGR. J. JOHNSON 94W097 REGION ADM. R.Q. ANDERSON 8j( 7 CONTRACT NO. DATE DATE REVISION BY J�4 1910 1I�lashington State �r Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. W 0 z J lz C9 w ** SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. -- EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD -4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN }. 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 9114 14 8,26 2112114 21 111426 14 2 2932133,34 8126 8,26 26 2 2'14 2 14 6,14 8126 8926 JMATION 6,9113126 14 14 8126 14 8,26 8,26 SR 405 SN- 1 TU KWI LA TO FACTO RIA � S C& D I- S TAO E 'I SHEET 12-5 OF STRUCTURE NOTES 9 886 SHEETS s� dos /yir H NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D6 -44 D6 -45 L 355 +00.57 (96.12' LT) TO L 353 +72.39 (108.5' LT) i. ..... .•.. .. .. . ...'.... .. r � .�. . . _ tom. .... D6 -49 L 346 +10 (2.0' RT) TO L 346 +11 (1.1' LT) D6-50 A 20 +35 (52' RT) TO A 21+09.3 (53.84 RT). 0_ o� in U 05 C.Y. L3 5'4/4—lS' D6 -53 L 325 +50 (108' RT) D6 -54 L 352 +50 (106' RT) Dit —a L' Tip 5Q �JC i3' i CIA �l D7 -5 L 358 +55.45 (78.3' LT) TO L 358 +49.50 (78.51' LT) ti D7 -7 B R' 57 +80 (25.4' RTC TO L 357 +70 (52' RT) D7 -8 BR' 57 +80 (28.40' RT) TO BR' 57 +80 (254 RT) D7 -9 L 357 +80 (94' RT) D(�,, -.57 1q ro ! D7 -10 L 357 +80 (62' RT) 137-11 t 359+ D7 -12 L 359 +46 (60' RT) -3t) C4LJ�g� 7—c 120 -A 5-? (SLe�, 5— D7 -13 L 359 +46 (6' LT) 137 -14 L 359 +45.90 (66.60' LT) TO L 358 +55.45 (78.3' LT) D7 -15 L 360 +00 (6' LT) TO L 359 +46.9 (6' LT) D7 -16 L 360 +00 (64'-R- 64' RT) D7 -17 L 360 +00 (82' RT) TO BR' 57+ (25.4' RT) D7--18 L 360 +84 (56' RT) D - ( -e D 3rz, 50 fqv 5I'RT 7� 20 L,i D7 -19 1360+94 (2' RT) --: SHEET TOTAL DESIGNED BY K. EZEOKEKE ENTERED BY S. LARSON CHECKED BY R. SUAFOA PROD. ENGR. J. JOHNSON REGION ADM. R.Q. ANDERSON 7117195 DATE 0 in C.Y. i 6� co J co o_ 1 TON T 35 8117/95 Rev. Sta. & Quantities DATE REVISION d 0 z Cfl CL z w 0 D L.F. 'LT '/ 1 a z a- z 0 L.F. 10 170 7`0 Z: S EE- REGION NO. STATE 10 WASH JOB NUMBER 94W097 LC . CONTRACT NO. BY l 7� STRUCTURE NOTES a z N N w !>-- w � J �z mz =Q �W U LL EACH �1 C� z N cN w I' °- w >- J zo m¢ o� U Q MAN - L�iN' s 1 -sue +r U) m 0 EACH 1 1 a N cn m U EACH 1 1 1 1 1 Na- ENVIRONMENTAL & ENGINEERING SERVICE CENTER Q a- r. N m U CF. 161 i 0 a- w w 0 co 0 w L.F. 210 140 150 10 70 10 230 N w m a_ CC w 2 0 co z �r SEWER PIPE ARE: O� NIZED STEEL STORM SEWER PIP w -TR. 50 0. . THICK. z JR. 2 WITH WE O SKETED z z0 o �z CIFIED. UD ¢ N Q-- w w - TR. 5, 0.064 IN. THICK. 9,14 z 14 co Q THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. [7[] C 7 2,12,14 0� 21 JR. 5, 0. .THICK. co -PLAIN WITH GAS NGITUDINAL 1,14,26 SEAMS 0.0 HICK, DIA 3 INCHES 14 -sue +r U) m 0 EACH 1 1 a N cn m U EACH 1 1 1 1 1 Na- ENVIRONMENTAL & ENGINEERING SERVICE CENTER Q a- r. N m U CF. 161 i 0 a- w w 0 co 0 w L.F. 210 140 150 10 70 10 230 N w m a_ CC w 2 0 co z 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: O� NIZED STEEL STORM SEWER PIP w -TR. 50 0. . THICK. z JR. 2 WITH WE O SKETED z LONGITUDINAL S, 0. N. THICK, w o �z CIFIED. w w L.F 205 D 6-N Washington State Department of Transportation GENERAL NOTES: I, 8,26 8,9,13,25 14 14 m M FOR "AS CONSTRUCTED PLANS"- ONLY SR 405 TUKWILA TO FADTORIA SC &DI - STAGE'I STRUCTURE NOTES SN-3a SHEET 12.1p OF 9B5 5HEE7S s� yos /y» 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: NIZED STEEL STORM SEWER PIP w -TR. 50 0. . THICK. z JR. 2 WITH WE O SKETED J LONGITUDINAL S, 0. N. THICK, w DIAMET INCHES LARGER TH CIFIED. w w ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. 9,14 - PLAIN WITH GASKETED OR WELDED AND 14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 8,26 2,12,14 INUM STORM SEWER PIPE: 21 JR. 5, 0. .THICK. -PLAIN WITH GAS NGITUDINAL 1,14,26 SEAMS 0.0 HICK, DIA 3 INCHES 14 R THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 2 - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. 2132133134 - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 8,26 THICK. 5,26 - LVANIZED STEEL OR TR. R % 26 PITCH GAL1/ANI .064 IN. THICK. 8 -9.9 OF HYDRAULIC 2 THERMOPLASTIC STORM SEWER PIPE 214 CONFORMING TO SECTION 9-05.19 OFTHE 2 AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 14 IN. COVER NOT TO EXCEED 15 FEET. 6,14 I, 8,26 8,9,13,25 14 14 m M FOR "AS CONSTRUCTED PLANS"- ONLY SR 405 TUKWILA TO FADTORIA SC &DI - STAGE'I STRUCTURE NOTES SN-3a SHEET 12.1p OF 9B5 5HEE7S s� yos /y» NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE � I �aT.� ��aTa7lwl ■ it Mir .lr� war►.�..t � ■ � � � l�M���1�Lr����1���J�i�i�l�iea" a a. a� U.1 co ac O co 0 p Z co CL �-- L.F. 137 �- u G r2- -I r-1 --F, D6-49 L 346 +10 (2.0' RT) TO L 346 +11 41.1' L DE-50 IA 20 +35 (52' RT) TO A 21+09.3 {53.84' D6-53 L 325 +50 (108' RT) D6-54 L 352 +50 (106' RT) D7 -5 L 358 +55.45 (78.3' LT) TO L 358+49.50 (78.51' LT) D7 -7 BR' 57 +80 425.4' RT} TO L 357 +70 (52' RT) D7 -8 BR' 57 +80 (28.40` RT) TO BR' 57 +80 (25.4' RT) D7 -9 L 357 +80 (94' RT) D7-1 0 L 357 +80 (62' RT) D7 1 L 867+60 (94449 D7 -12 L 359+46 (60' RT) D7 -13 L 359+46 (6' LT) D7 -14 L 359+45.90 (66.60' LT) TO L 358 +55.45 €78.3' D7 -15 L 360 +00 (6' LT) TO L 359+46.9 (6' LT) D7 -16 L 360 +00 (64' RT) D7--17 L 360 +00 (82' RT) TO BR' 57 +,W (25.4' RT) D7 -18 L 360 +84 (56' RT) D7-19 L 360 +94 (2' RT) T K. EZEOKEKE S. LARSON R. SUAFQA • J. JOHNSON • O. ANDERSON 146 10 36 93 225 SHEET TOTAL w a ri w co cr O cn Z � 0< dZ Z Q. N L.F. w co 0 cn C] Z Z 0 w z cr to w J a C] CL L.F. D D DATE DATE REVISION STRUCTURE NOTES—* 1 z Q J w n~ �z cl zo Q Cn C] Z Z cc D V> L.F. 711 1 nI ' f - REGION NO. FED OJ NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94C97 rCONTRACT NO. 7z 1 Q w .J m z ¢ Q w rr i-- Z co e.. D ti EACH 77 . D z QQ w 0 ac I— Z cn � m EACH J m z < Q w ac z co C3 � N r EACH w J m z H Q w cc Q Z Z © ti EACH Washington State 13epartment of Transportation s - cn 65 w FOR ALUMINIZED STEEL STORM SEINER PIPE 0 z ARE: w cr z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 9114 3: PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B--12. 8,26 2,12,14 21 z U) CD co CC 0 [r cc _ O J w co 0 cn o co a u_ o cn Z Z Z� ~ �z LL. zz D LL. zz © u.: zz . cu z0 O z z d� CCU cc (D a: af co < n u]v Q _ja ['V _ja Qa p ❑CZ _� CL Um Ua. 0 0) u=.. v L.F. L.F. L.F. EACH L.F. L.F. 1 z Q J w n~ �z cl zo Q Cn C] Z Z cc D V> L.F. 711 1 nI ' f - REGION NO. FED OJ NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94C97 rCONTRACT NO. 7z 1 Q w .J m z ¢ Q w rr i-- Z co e.. D ti EACH 77 . D z QQ w 0 ac I— Z cn � m EACH J m z < Q w ac z co C3 � N r EACH w J m z H Q w cc Q Z Z © ti EACH Washington State 13epartment of Transportation 1,14,26 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: 2 ACCEPTABLE ALTERNATES FOR STORM 2,32,33,34 SEINER PIPE ARE: 8,2E GALVANIZED STORM SEINER PIPE: 8,2E TR. 2 WITH SMOOTH INVERT. 3"X 1" 26 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 2 THICK. 2114 ALUMINIZED STEEL STORM SEINER PIPE: 2 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR 14 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 6,14 THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE 8926 PIPE DETENTION TANK ", DD -2. 8,26 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION 699,13126 TANK ", DD-2. 14 14 8,2E `AS CONSTR-UCTED 14 0 8,26 PLANS" N ty SR 405 TUKW!l..A TO FACTORIA SN -33 SCBp! -STAGE ! SHEET 1 Z7 OF STRUCTURE NOTES 98 SHEETS GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. cn 16. - THE ONLY ACCEPTABLE ALTERNATES w FOR ALUMINIZED STEEL STORM SEINER PIPE 0 z ARE: J cr z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 9114 14 PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B--12. 8,26 2,12,14 21 1,14,26 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: 2 ACCEPTABLE ALTERNATES FOR STORM 2,32,33,34 SEINER PIPE ARE: 8,2E GALVANIZED STORM SEINER PIPE: 8,2E TR. 2 WITH SMOOTH INVERT. 3"X 1" 26 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 2 THICK. 2114 ALUMINIZED STEEL STORM SEINER PIPE: 2 -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR 14 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 6,14 THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE 8926 PIPE DETENTION TANK ", DD -2. 8,26 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION 699,13126 TANK ", DD-2. 14 14 8,2E `AS CONSTR-UCTED 14 0 8,26 PLANS" N ty SR 405 TUKW!l..A TO FACTORIA SN -33 SCBp! -STAGE ! SHEET 1 Z7 OF STRUCTURE NOTES 98 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D6-44 t 354+OU-(21 D6-45 L 355 +00.57 (96.12' LT) TO L 353 +72.39 (148.5' LT) r D6-49 L 346 +10 (2.4' RT) TO L 346 +11 (1.1' LT) D6-50 A 20 +35 (52' RT) TO A 21+09.3 (53.84' RT) D6-53 L 325 +50 (108' RT) D6-54 L 352 +50 (106' RT). D7--5 L 358 +55.45 (78.3' LT) TO L 358+49.50 (78.51' LT) D7-7 BR' 57 +80 (25.4' RT) TO L 357 +70 (52' RT) D7 -8 BR' 57 +80 (28.40'R-0 TO BR' 57 +80 (25.4' RT) D7 -9 L 357 +80 (94' RT) L-ar--7-0 r .20 D7-10 L 357 +80 (62' RT) D7-12 L 359+46 (60' RT) Le D7--13 L 359+46 (6' LT) D7 -14 L 359+45.90 (66.60' LT) TO L 358 +55.45 (78.3' Ll) D7-15 L 360+00 (6' LT) TO L 359+46.9 (6' LT) D7--16 L 350 +00 (64' RT) D7 -17 L 360 +00 (82' RT) TO BR' 57 +W(25.4' RT) D7 -18 L 360+84 (56' RT; D7 -19 L 360 +94 (2' RT) SHEET TOTAL aIVCU DT K. EZEOKEKE RED BY S. LARSON ;KED BY R. SUAFOA • . J. JOHNSON • R.Q. ANDERSON 7123195 DATE I DATE Rt �M D Q cn o FOR ADDITIONAL ASPHALT CONCRETE z z z w a- co coo 0 J w cc ° z c� cn z z co 0c co 0 ° Q w EACH EACH w cc :� ALUMINIZED STEEL OR PLAIN NARROW cp z ° vz © rn EACH PITCHED ALUMINIZED STEEL 0.479 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND D7--5 L 358 +55.45 (78.3' LT) TO L 358+49.50 (78.51' LT) D7-7 BR' 57 +80 (25.4' RT) TO L 357 +70 (52' RT) D7 -8 BR' 57 +80 (28.40'R-0 TO BR' 57 +80 (25.4' RT) D7 -9 L 357 +80 (94' RT) L-ar--7-0 r .20 D7-10 L 357 +80 (62' RT) D7-12 L 359+46 (60' RT) Le D7--13 L 359+46 (6' LT) D7 -14 L 359+45.90 (66.60' LT) TO L 358 +55.45 (78.3' Ll) D7-15 L 360+00 (6' LT) TO L 359+46.9 (6' LT) D7--16 L 350 +00 (64' RT) D7 -17 L 360 +00 (82' RT) TO BR' 57 +W(25.4' RT) D7 -18 L 360+84 (56' RT; D7 -19 L 360 +94 (2' RT) SHEET TOTAL aIVCU DT K. EZEOKEKE RED BY S. LARSON ;KED BY R. SUAFOA • . J. JOHNSON • R.Q. ANDERSON 7123195 DATE I DATE Rt �M D 21. SEE BIKE PATH QUANTITY TABULATION cn o FOR ADDITIONAL ASPHALT CONCRETE z z z w a- co w 0 J w cc ° 0 c� cn z z co 0c co 0 ° w w EACH EACH EACH ❑c w ALUMINIZED STEEL OR PLAIN NARROW c3 cc z Q a w (0 a z J 't 0 �z z � 5o M v L.F. �i w CL ti w w 1= CO Q Z° OC J r P: C3 0 D 0 L.F. I [T7 CM s 5E REGION No. STAI 10 WASH Jos NUMBER CQ�RCT NO, REVISION BY [I,JjUi STRUCTURE NOTES �- F /"/q C �' D. EBOLN0, ENVIRONMENTAL & ENGINEERING SERVICE CENTER 7-791 z V U a. - r I. l 3 4 -r :. Lff S.Y. 0 Q 0 x = w J Z 0 co D 0) cr- c7 0 C.Y. 120 170 310 10 30 30 Lul Fns 10 130 30 [E91 21. SEE BIKE PATH QUANTITY TABULATION 0 FOR ADDITIONAL ASPHALT CONCRETE 0 GUTTER QUANTITIES. w a- w w 0 J w a cc w AND REMETALIZED LONGINTUDINAL ma w SEAMS. ac U cu w 23. ACCEPTABLE ALTERNATIVE; PLAIN ❑c w ALUMINIZED STEEL OR PLAIN NARROW S.F. S S.F. PITCHED ALUMINIZED STEEL 0.479 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND cc 25 14 o cc v ac 0 W z cq r 02 cn co 0z CO co cn d. w , = 1--- w r" = W 0 - ©z STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN a 2 oz cc UJ CO N C) N o w 8,26 P U`n T-- o 28. SEE SPECIAL PROVISION Z 2w C] Z Mw ° o Mw ° d nU Qci a. ¢� a. Qa a L.F. 450 L.F. L.F. L.F. F /"/q C �' D. EBOLN0, ENVIRONMENTAL & ENGINEERING SERVICE CENTER 7-791 z V U a. - r I. l 3 4 -r :. Lff S.Y. 0 Q 0 x = w J Z 0 co D 0) cr- c7 0 C.Y. 120 170 310 10 30 30 Lul Fns 10 130 30 [E91 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION 0 FOR ADDITIONAL ASPHALT CONCRETE 0 GUTTER QUANTITIES. cc GENERAL NOTES: -- 5 --+27 Adft Washington State rf Department of Transportation 8,26 8,26 6,9,13,26 14 14 8,26 14 8,26 8,26 FOR "rAS CONSTRUCTED PLANS" ONLY SR 405 TUKWILA TO FACTQRIA SCaDl w STAGE I STRUCTURE NOTES S N-34 SHEET 128 OF C385 SHEETS S2 y�r /�r /7 21. SEE BIKE PATH QUANTITY TABULATION 0 FOR ADDITIONAL ASPHALT CONCRETE Q GUTTER QUANTITIES. cc w 0 J 22. PLAIN WITH GASKETED OR WELDED a AND REMETALIZED LONGINTUDINAL z m w SEAMS. ac U cu w 23. ACCEPTABLE ALTERNATIVE; PLAIN co U ALUMINIZED STEEL OR PLAIN NARROW S.F. S S.F. PITCHED ALUMINIZED STEEL 0.479 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND 9,14 14 1430 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ", 26. SEE SPECIAL PROVISION "REMOVAL OF 8,26 2450 2112,14 21 1,14,26 70 14 STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN 2 210 2,32,33,34 TYPE 2 FOR TANK ". 8,26 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN MALL SEE 26 2 RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR 750 22 450 2 EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 680 14 610 6,14 -- 5 --+27 Adft Washington State rf Department of Transportation 8,26 8,26 6,9,13,26 14 14 8,26 14 8,26 8,26 FOR "rAS CONSTRUCTED PLANS" ONLY SR 405 TUKWILA TO FACTQRIA SCaDl w STAGE I STRUCTURE NOTES S N-34 SHEET 128 OF C385 SHEETS S2 y�r /�r /7 STRUCTURE NOTES, ° NOTE: Q Q THE FIRST NUMBER OF THE zz z z z "CODE DESIGNATION" BELOW v a � z °° co REFERS TO THE SHEET NO. OR cc cr- cr �- THE SHEET REFERENCE NO. ° ° ° z ~ w "' N cm w SHOWING THE DRAINAGE FEATURE. � ' � 0 © ° z 0 Cr w w z THE SECOND NUMBER REFERS TO U °w � z z z zz ZZ -.4- --' THE DRAINAGE FEATURE m m* m m _-'..� w U w w w �LL'i °ww FOUND ON THAT SHEET. w w w < crr ? w o ,- o cf, o w ¢>¢ ¢z ' w z w _ Z0. Za z< w oc cc w a. 0 0 cc © a d Q Q w Cr3 C3 C3 m 0 co U U Q Q 2- : M© co CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH D6-44 1 20 .� � o �'' r 7-:- 9114 D6-45 L 355 +00.57 (96.12' LT) TO 14 L 353 +72.39 (1118.5' LT) 2 19 7. s'7' D6-4�6 ,� 5 70 0.2 8,26 /� D6-4 2 19 ���/ � '� !I zI ' r 2,12914 ; 21 D6-49 L 346 +10' 42.0' RT} TO L 346 +11 (1.1' LT) 1 1 1,14,26 D6-50 A 20 +35 (52' RT) TO A 21+09.3 453.84' RT) 1 9 14 GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B-7A. 35. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDiRAIN DETAIL ON BARRIER DETAIL SHEET BD-3. FOR "AS CONSTRUCTED PLANS"' ONLY SR 405 SN -35 ""fUKWII..A TO FACTORIA SCaDl SAGE I BEET OF STRUCTURE NOTES 985 SHEETS s t? y&7 Vy� 7 2 D6-53 L 325 +50 (108' RT) 1 D6-54 L 352 +50 (106' RT) 1 2 2932,33,34 D.2 8,26 0.2 8,2s 26 1 2 D7 -5 L 358 +55.45 (78.3' LT) TO L 358+49.50 478.51' 2 1 2114 2 2 2 137-6 Z � f9 �I 7't D7 -7 BR' 57 +80 (25.4' RT) TO L 357 +70 (52' RT) 1 5 14 D7 -8 B R' 57 +80 (28.40' RT) TO B R' 57 +80 425.4' RT 2 6,14 D7 -9 L 357 +80 (94' RT) 1 1 C l2 SI 30 4W ' ,iT TC A ;Z O+ �/p 2 r D7 -10 L 357 +80 (62' RT) 0.2 8,26 1 D7 -12 L 359 +45 (60' ITT) o.2 8,26 0L- r 1�9 5 1 4- -�"CD 10 50 4 74 S D7 -13 L 359+46 46' LTA 1 619,13,26 D7 -14 L 359+45.90 (66.60' LT) TO L 358 +55.45 478.3' 2 13 14 D7 -15 L 360 +00 (6' LT) TO L 359+46.9 (6' LT) 1 5 14 0C& 5-6 4- 17� D7--16 L 360 +00 464' RTj 0.1 8,26 D7 -17 L 360 +00 (82' RT) TO BR' 57+ (25.4' RT) 1 20 14 D7 -18 L 360 +84 (56' RT) 13.2 8926 T . � f �� 5'�r F M 7�D TA F1 f7 Z- D7 -19 L 350 +94 42' RT3 5- ,e, . 0.1 8,26 SHEET TOTAL -28- -"-6- REGION NO. SIAIE FED a PROJ. 190. ENVIRONMENTAL & ENGINEERING , �� 10 WASH SERVICE CENTER Washington State DESIGNED By EZEOKEKE ENTERED BY S. LARSON 7K. C17 f 95 V Department of Transportation CHECKM By R. SUAFOA JOB MMER 94WO97 PROJ. ENGR. J. JOHNSON R.Q. ANDERSON � z-\ CONTRACT NO. DATE DATE REVISION BY GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B-7A. 35. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDiRAIN DETAIL ON BARRIER DETAIL SHEET BD-3. FOR "AS CONSTRUCTED PLANS"' ONLY SR 405 SN -35 ""fUKWII..A TO FACTORIA SCaDl SAGE I BEET OF STRUCTURE NOTES 985 SHEETS s t? y&7 Vy� 7 STRUCTURE NOTES* Lu _3�0 -3 z :E 3 NOTE: z z z z z ¢ o THE FIRST NUMBER OF THE co co �, Gv � ° ° a w w "CODE DESIGNATION" BELOW � � ~ ~ a � N z o � � � REFERS TO THE SHEET NO. OR � C) C) � © �- ~ =- W z on THE SHEET REFERENCE NO. u- w cn x �-- a� w cn v Q ❑ ❑ -- c) o _j ¢ w w z w aC Lu SHOWING THE DRAINAGE FEATURE. ~ F- ~ ~- ° � � � m v o � � z © z 0 w w w = �- ¢ v THE SECOND NUMBER REFERS TO �, ,_ � �- CQ o, � > > z w o L3 0 ° z J ,--w ,-w Yw �w ❑ Q c ¢ o� �a� w vp oC THE DRAINAGE FEATURE J a J a- w Q. w} Lu J � U �° a n. ° cc z FOUND ON THAT SHEET. _ _ � _ _ - � i T 0 z v � Lu °� � cr ui Lu z z z 2¢ � zw Qw c vac 0¢ v z0 w ca o 3 �3z ¢ ¢ v<0 Qu U 0 co CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. D6-44 . 2 L-L-4- ° �- '�� �_ �-f c ��, r 9,14 D6-45 L 355+00.57 (96.12' LT) TO 14 L 353 +72.39 ( 108.5' LT) D6-46 FIT)- sk � - t b -7 : t 7 ' i r t e, 412 _ r 8,26 D6-47 x-11 2, # 2,14 21 D6-49 L 346 +10 (2.0' RT) TO L 346 +11 (1.1' LT) 1 1 1,14,26 D6-50 A 20 +35 (52' RT) TO A 21 +09.3 (53.84' RT) 14 2 D6-53 L 325 +50 ( 108' RT) D6-54 L 352 +50 (106' RT) 1 2,3 ,33134 Z_ ' 1--1 : rC_' 50 8,26 8,26 - 26 - D b, - 3 ek 0 Lql .; L4 2 0 i54 4- 7 .4-1 (,l/ I PQ _r 2 D7--5 L 358 +55.45 (78.3' LT) TO L 358+49.50 (78.51' LT) 1 2114 1 2 D7-7 BR' 57 +80 (25.4' RT) TO L 357 +70 (52' RT) 14 D7 -8 BR' 57 +80 (28.40' RT) TO BR' 57 +80 (25A RT 1 6114 D7--9 L 357 +80 (94' RT) Db- 5,P.,' D7-1 0 L 357 +80 (62' RT) 8,26 D7 -12 L 359+46 (60' RT) 8126 b - f? 01 D7 -13 L 359+46 (6' LT) 1 619,13126 D7 -14 L 359+45.90 (66.60' LT) TO L 358 +55.45 (78.3' LT) 14 D7 -15 L 360+00 (6' LT) TO L 359+46.9 (6' LT) 14 tv D7-16 f L 360 +00 X64' RTC 8,26 D7 -17 L 360+00 (82' RT) TO BR' 57+ (25.4' RT) 14 D7 -18 L 360 +84 (56' RT) 8126 D7-19 L 360 +94 (' RT) r ; r - I �7�� C _ �S c� 8126 SHEET TOTAL 4--- -1- -4- - �— REGION ra. STATE E D P OJ NO ENVIRONMENTAL & ENGINEERING DESIGNE13 137 K. E�E�KEKE � � WASH SERVICE CENTER Washin on State S. LARSON 7117195 De rtment of Trans ortatitin p CHECKED 13Y R. SUAFOA JOB NUMBER 94WOT • J. JOHNSON REGION • R.Q. ANDERSON �, CONTRACT NO. DATE DATE REVISION BY �~ GENERAL NOTES: FOR "AS CONSTRUCTED P1 A` ONLY SR 405 TUKWILA TO FACTORIA SCWl •- STAGE I STRUCTURE NOTES SN--36 SHEET 130 OF 985 SHEETS .Slt ydS�yi7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOU N D ON THAT SH E ET. CODE LOCATION w ,J z a w cc EACH .. d F- z 0 w EACH w J z Lu w 0 0 C3 0 w EACH iU W J z n EACH D7 -20 L 361+00 (6' LT) TO 360 +00 (6' LT) 6-60 E � 5c�4 4 L51 "K - Tro � a+5 14a s,,4 L) D7 -22 L 361 +92 (56' RT) 1 D7 -23 L 363 +00 (6' LT) TO 361+00 (6' LT) D7 -24 L 363 +00 X76' -RT} TO 360 +00 (82' RT) J �0 �5� ��r5�7 D7 -26 L 363 +93 (45' RT) 1 D7 -27 L 365 +00 (6' LT) TO 363 +00 (6' LT) D7 -28 L 365 +84 (50' RT) 1 D7-29 L 365 +98 (2' RT) D7 -30 -36 5f0 ( 7 oD c/Pr- n ._ 19 �s: .� D7 -31 L 367 +00 (6' LT) TO 365 +00 (5' LT) 27 -32 L 367 +95 (50' RT) 1 D7 -33 L 369 +00 (64' RT) TO 366 +00 (70' RT) D7 -34 L 369+00 (6' LT) TO 367 +00 (6' LT) D7 -35 L 370+43 (49' RT) 1 D7 -36 L 370+46 (5' LT.) �, (z T, 1 (I - �\ zo 4- 3 8 Ls, D7-37 L 370 +50 (51' LT) D7 -38 L 371+00 (6' LT) TO L 369 +00 (6' LT) D7 -39 L 357 +66.14 (77.5' LT) D7-40 L 356 +76.88 (85.88' LT) TO L 358+49.50 (78.51' LT) D7-41 i.. 67-f 6 - 0 i f ' t� 74 --o L i D7-42 L 36 00 (69' RT) TO L 369 +00 (64' RT) r (]D t D7-47 L 356 +76.88 (85.88' LT) TO L 356 +68.95 D7-48 L 356 +68.95 (86.28' LT) D7-49 L 355 +89.68 (90.6' LT) -ptir-u OT R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON SHEET TOTAL DATE .i LT) TE REVIS 0 a. F- 8 w Q w C.Y. C� f SE: REGION NO. STAIE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. S STRUCTURE NOTES)k- 31 J z 0 Q Q x 0 _ C.Y. z a Q Lu x J z ¢� U = C.Y. ..J z 0 Q Q 0 w zz D C.Y. w tL cr v U EACH `s a F_ J z w C3 EACH FlN L � �o /50 /r 2 I PROJ. NO, ENVIRONMENTAL &ENGINEERING SERVICE CENTER 0 Gf- D w 0 2 cq tu- a z w C'3 EACH I 41 1 cc }W z U n co L.F. 4� Re, C.Y. .dft Washington State Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. U? w 0 z J z 0 w cn SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. -SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 413 DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD-2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. i ; e 13. - CLEAN" EXISTING DRANAGE STRUCTURE. 14 8,26 14 14 2,15 8126 14 8126 8926 14 14 8,26 14 $'2 8126 14 2 2,18,19, 20,28,31 6,14 6,14 14 2,14,27 291811% 28,31 2,10,14,27 2,14 2 2 SR 405 LN 7 TU�til ILA TO FACTORIA SCaD! .- STAGE I STRUCTURE NOTES S NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D7 -20 D W D7-22 D7 -23 D7 -24 [) L; - , D7 26 D7 -26 D7 -27 DfP - D7 -28 D7-29 D7--30 tNy - �. D7 -31 D7 -32 D7 -33 -DL 1 D7 -34 D7--35 D7--36 vls - &(p D7 -37 a7 -38 D7 -39 -- D7-40 D7-41 D7-42 f] '7 - 4 C L 361+00 (6' LT) TO 360 +00 (6' LT) L 361+92 (56' RT) L 363 +00 (6' LT) TO 361+00 (6' LT) L 363 +00 76' - R TO 360 +00 (82' RT`) L 363 +93 (45' RT) L 365 +00 (6' LT) TO 363 +00 (6' LT) L 365 +84 (50' RT) L 365 +98 (2' RT) ,-//,,,t 15 r ? 124_L-Z_ m:5-, s L 367 +00 (6' LT) TO 365 +00 (6' LT) L 367 +95 (50' RT) L 369 +00 (64' T) TO 366 +00 (70' RT) L 369 +00 (6' LT) TO 367 +00 (6' LTA L 370+43 (49' RT) L 370+46 (5'. LT-) 2 55_ •LI . L 370 +50 (51' LT) L 371+00 (6' LT) TO L 369 +00 (6' LT) L 357+66.14 (77.5' LT) L 355 +76.88 (85.88' LT) TO L 358+49.50 (78.51' LT) �- L 369 +00 (69' RT) TO L 369 +00 (64' RT) D7-47 L 356 +76.88 (85.88' LT) TO L 356 +68.95 (86.28' LT) D7-48 L 356 +68.95 (86.28' LTA D7-49 L 355 +89.68 (90.6' LT) - VC0tl.3f4CV 0 T K. EZEOKEKE S. LARSON CHECKED By R. SUAFOA PROJ. ENGH. J. JOHNSON REGION • R.Q. ANDERSON S EET TOTAL 7117, DATE DATE n r i� w .Y. Tr �lmbll C.Y. u�5 cn J a- co c c� TON �_uy Rl 101,24 1 -7LPI 0 Z to CL w 0 w z D L.F. 1,2 E. l■ 0 z cv a Q 0 L.F. 250 200 F1 -450 REGION NO. C 10 WASH JOB NUMBER 94WO 7 STRUCTURE NOTES - - C1! w z z d!�c m z =Q H Q 0 0 u- EACH I 1 1 51 310 210 d 1 0 0 #--- �¢ 309 `q w w Cn csi J w CL >- J z 0 <�e U 0 M N Q O t] u_ EACH 1 S3 I w z CD H U EACH 1 1 1 5� Q a 2 co - aW. m U Q 0 EACH I 1 S� Q v Z r— N a w m U Q c� EACH a a w w cr O co w L.F. 110 210 310 210 Cpl a w w 0) Q w O Z Z CL L.F 102 1 205 205 1 1 310 210 a 1 Z 0 #--- �¢ 309 `q w w Cn c J z Z5 to 0 m U 0 � co Lu U cc EACH S3 I w z CD H U EACH 1 1 1 5� Q a 2 co - aW. m U Q 0 EACH I 1 S� Q v Z r— N a w m U Q c� EACH a a w w cr O co w L.F. 110 210 310 210 Cpl a w w 0) Q w O Z Z CL L.F 102 1 205 205 1 1 310 210 310 205 1 310 309 1 210 205 1 1 L 3 J ENVIRONMENTAL & ENGINEERING SERVICE CENTER 210 10 10 120 20 m 205 5 7 113 GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: cn VANIZED STEEL STORM SEWER TR. 59 IN. THICK. z -TR. 2 WITH D ASKETED J cc LONG ITU DINA MS, 4 IN. THICK, z DIAM 3 INCHES LARGER C� CIFIED. w co ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. 14 - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. 8,26 SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 14 14 INUM STORM SEWER PIPE: -TR. 5, 0. THICK. 2115 -PLAIN WITH GAS ONGITUDINAL 8,26 SEAMS 0. . THICK, DIA 3 INCHES 14 R THAN SPECIFIED. 8,26 SPIRAL RIB STORM SEWER PIPE: 8,26 -- PLAIN ALUMINUM OR PLAIN NARROW PITCH 14 ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZED STEEL OR PLAIN 14 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 8,26 THICK. 14 - LVAN IZE D STEEL O OV% PITCH GALV IN. TH ICK. 14 LE 8 -9.9 OF HYDRAULICS MAN 8'26 THERMOPLASTIC STORM SEWER PIPE 8126 CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 14 IN. COVER NOT TO EXCEED 15 FEET. 2 2,18,19, 20,28,31 fi,14 6,14 14 2,14,27 2,18,19, 20,28,31 2,10,14,27 2,14 2 2 "PAS COPISTRUCTED P..'...P.17 A_ SR 405 Washington State TUKWILA TO FACTCRIA Department of Transportation SC &I]I ,- STAGE I SN -38 ! SHEET 132 or STRUCTURE NOTES 985 SHEETS STRUCTURE NOTES-4< NOTE: CL a � � w Q z z CL w w w cn U) Q THE FIRST NUMBER OF THE co cn co _ U o o © w "CODE DESIGNATION" BELOW w '`� � cc cc � ° w w w u�. w REFERS TO THE SHEET NO. OR co co ° ° ° o ¢ � _ � _ = m co co cry co w w . cn ~ � co THE SHEET REFERENCE NO, cc z z z z z z m m m z SHOWING THE DRAINAGE FEATURE. ° ° <c R, � ¢ � � z c~is cFn d ° a T- -3 c� --� cy) z z z z THE SECOND NUMBER REFERS TO © o o z v v �¢. I— F w THE DRAINAGE FEATURE � � zz �z zz z z0 ¢ <� <� m� m� 2. oc� w 0< OQ w-- w-- w uJ c3�— � =d =Q Q¢ <Q w0 �< z FOUND ON THAT SHEET. vo Uo �� ccm Wcq wx o �� �a cw° cc cc "'° '-`� dzz zz �w �w �Wa Qw o azcz �z �zz �z W ] co � J a ...i a J 9: .J O w ..J D b- D co C].. cV M W M cv p 04 ui N C7 a. C] CL C] m C ] a- U Cn to U- CV EL v.) � f` � m � , CODE L.F. L.F. L.F. L.F. L.F. L.F. EACH L.F. L.F. L.F. EACH EACH EACH EACH D7 -20 L 361+00 (6' LT) TO 360 +00 (5' LT) 14 D7 -22 L 361+92 (56' RT) D7 -23 L 353 +00 (6' LT) TO 361+00 (6' LT) D7 -24 L 363 +00 (761 _RD TO 360+00 (82' RT) 307 361 -f 91 R F D7 -26 L 363 +93 (45' RT) D7 -27 L 365 +00 (6' LT) TO 363+00 (6' LT) r�l -�� - Vla L_ 52_ - D7 -28 L 365 +84 (50' RT) D7-29 L365+98 (2' RT) -', D7 -30 ' D7• -31 L 367 +00 (6' LT) TO 365 +00 (6 LT) D7 -32 L 367 +95 (50' RT) D7 -33 L 369 +00 (64' R TO 366+00 (70' RT) . U D7 -34 L 369 +00 (6' LT) TO 367 +00 (6' LT) D7 -35 L 370+43 (49' RT) D7 -36 L 370+46 (5' LT.) ; z, D7-37 L 370 +50 (51'LTI D7 -38 L 371+00 (6' LT) TO L 369 +00 (6' LT) D7 -39 L 357 +66.14 (77.5' LT) D7-40 L 356 +76.88 (85.88' LT) TO L 358+49.50 (78.51' LT) D7-41 i7 rc 1173, �' D7-42 L 369 +00 (69' RT) TO L 369 +00 (64' RT) D7-4-3 k-T-- 6 1 1 168 1 8,26 14 14 2,15 i► e IT.11 GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B-12. 14 TANK ", DD-2. 18. --FOR 72,96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION 8126 8126 14 14 8,26 14 14 8,26 8126 14 2 2,18,19, 20,28,31 6114 6114 14 TANK ", DD-2. FOR °'AS C.OU%�LISTit�R;�k-..-,,,-',,,CTEU 0, qii S 0 01"' LY rr% LA NN 5R 405 SN -39 TUKWILA TO FACTORIA SCSDI — STAGE I mom SHEET 133 OF STRUCTURE NOTES 985 SHEETS 14 2t 14,27 5 216 1 2,18,19, 20,28,31 35 211004,27 D7-47 L 356 +76.88 (85.88' LT) TO L 356 +68.95 (86.28' LT) 8 2,14 D7-48 L 356 +68.95 (86.28' LT) 2 D7-49 L355+89.68 (90.6' LT) - �� L- � 7� � � c�7� 2 SHEET TOTAL --3 2--- -263- - 216 REGION iVO. TE ED ID. OJ o ENVIRONMENTAL & ENGINEERING � 10 WASH SERVICE CENTER Washin on State DESIGNED By K. EZEOKEKE ENTERED E37 S. LARSON 7/17/95 � De rtment of Transportation CHECKED BY R. SUAFOA JOB NUMBER 94WO97 PROJ. ENGR. J. JOHNSON REGION • R.Q. ANDERSON CONTRACT NO. [� DATE DATE REVISION BY FOR °'AS C.OU%�LISTit�R;�k-..-,,,-',,,CTEU 0, qii S 0 01"' LY rr% LA NN 5R 405 SN -39 TUKWILA TO FACTORIA SCSDI — STAGE I mom SHEET 133 OF STRUCTURE NOTES 985 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. 137--20 1 L 361+00 (6' LT) TO 360 +00 (U LT) C1 mm D7-47 L 356 +76.88 - (85.88' LT) TO L 356+68.95 €86.28' L D7-48 L 356 +68.95 (86.28' LT) D7-49 L 355 +89.68 (90.6' LT) . S. LARSON R. SUAFOA • J. JOHNSON • .Q. ANDERSON 1 1 SHEET TOTAL I 1—' 1 4-- -F4 L DATE DATE REVISION L- b- (- 7C,' P-r: STRUCTURE NOTES 1 V U� Dbg -['o 5c 'Fe p,�Zo a- ell D7 -22 L 361+92 (56' RT) D7-23 L 363+00 (6' LT) TO 361+00 (6' LT) D7 -24 L 363+00 (76' M TO 360 +00 (82' RT) a 20a-c3� 14 `� w "' D D7-26 L 363 +93 (45' RT) D7 -27 L 365+00 (6' LT) TO 363 +00 (61 LT) 3L -�-- 40 D7-28 L 365+84 (50' RT) D7-29 L 365 +98 (2' RT) D7 -3o ' } iq 1 cl + 9 7-1 L+� 17' 1 f� D7 -31 L 367 +00 (6' LT) TO 365 +00 (6' LT) D7 -32 L 367 +95 (50' RT) D7 -33 L 369 +00 (64' RT) TO 366 +00 (70' RT) z a D7--34 L 369+00 (6' LT) TO 367 +00 (6' LT) D7 -35 L 370+43 (49` RT) D7 -36 L 370+46 (5' LT.) Z! L -T: � 2 c-[ g L. T . D7 -37 L 370 +50 (51' LT) D7 -38 L 371+00 (6' LT) TO L 369+00 (6' LT) D7 -39 137-40 L 357+66.14 (77.5' LT) w d L 356 +76.88 (85.89 LT) TO L 358+49.50 F- 1 D7-41 z ° D7-42 L 369 +00 (69' RT) TO L 369 +00 (64' RT) D-7- 3 L -7 D 4- 1 3 (& 9' /QT) 7-0 L3 -72 +- 0 0 h C1 mm D7-47 L 356 +76.88 - (85.88' LT) TO L 356+68.95 €86.28' L D7-48 L 356 +68.95 (86.28' LT) D7-49 L 355 +89.68 (90.6' LT) . S. LARSON R. SUAFOA • J. JOHNSON • .Q. ANDERSON 1 1 SHEET TOTAL I 1—' 1 4-- -F4 L DATE DATE REVISION L- b- (- 7C,' P-r: STRUCTURE NOTES 1 V U� 0 6 0 20 z / 14 3n17 a a 50 `� w "' D 120 o 20 Q 40 w m m 350 --480- Q¢ w cr w Q �< d cnQ z z a co z w . � © � � } -j 04 It- � Z o cr- Q w w d U F- 1 © z ° co co n z 3: ? 3: v m m CO ¢ p 8 0 c O� �-- � w Z w w O © EACH EACH EACH EACH L.F. C1 mm D7-47 L 356 +76.88 - (85.88' LT) TO L 356+68.95 €86.28' L D7-48 L 356 +68.95 (86.28' LT) D7-49 L 355 +89.68 (90.6' LT) . S. LARSON R. SUAFOA • J. JOHNSON • .Q. ANDERSON 1 1 SHEET TOTAL I 1—' 1 4-- -F4 L DATE DATE REVISION L- b- (- 7C,' P-r: STRUCTURE NOTES 1 V U� 0 6 0 20 z / 14 3n17 a a 50 `� w "' 14 120 o 20 80 40 w w 40 350 --480- X w cr w 6,14 �< � cnQ 2,14,27 21819 w `r w � © � © � ° 2 ©c Z Z o co cn pz (0 �, pZ CO co QZ I-- ca m x a w cc o � o r U. r w= (i w= J � -i Q 0< ac s CO ¢ p CO ¢ „ �--- Z �-- co Z �-- � w Z O ]C U t7 ©C Z O© pC Z p w p w �- c[ W 0 w oC Z O p � _j v- N _Z o N Z_ o �y Z o Z 0 0 �.' m Z m Nf U'� °... "� °� 2 w �� 2 W tea. � W �a fl a� 4F D cl) D� F-� z� © C] © U ¢ a. ¢ [i ¢ a. a w cn V co U L.F. L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. 80 60 RM ION NO. T-A ME 10 WASH JOB NUMBER 94WO9T CONTRACT NO. BY Y � 5( J hI �E .ID. OJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER _ 0 100 60 200 1630 1520 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR`S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ", 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A -- DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 14 40 320 20 210 14 70 510 50 280 2350 8,26 14 120 820 20 80 40 350 8,26 40 350 --480- .d► Washington State VAP Department of Transportation GENERAL NOTES: w 0 z J z C9 w (0 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR`S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ", 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A -- DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 14 8126 14 14 2,15 8,26 14 8,26 8,26 14 14 8,26 ,2 14 8'26 8,26 14 2 2,18,199 20,28,31 6,14 6,14 14 2,14,27 21819 1 1 20,28,31 2,10,14,27 2,14 6 2 SJ T R lul C T E D Or 11'n Y SR 405 TUKWILA TO FACTORIA SN�4O SCE0 - STAGE I SHEET �� OF STRUCTURE NOTES SHEET§ Ssz �jos�`7'i � . 1 STRUCTURE NOTES ° Q NOTE: Q © ra THE FIRST NUMBER OF THE z w _ ? z z "CODE DESIGNATION" BELOW o a © z °t co REFERS TO THE SHEET NO. OR o o ct -w' THE SHEET REFERENCE NO. u- u- J_ w z ❑C [� OC O SHOWING THE DRAINAGE FEATURE. 0 © w w w z THE SECOND NUMBER REFERS TO � n z z zz zz z° �- U.1 co THE DRAINAGE FEATURE m m* m w .`�'.� w o = w a w z FOUND ON THAT SHEET. w w w ¢ ccrr v z c3 co o r 0� v w �'cn �o w z w zw Zw Z w w C7U C�7co C7 CD U 0 c d ¢ � cnn CODE LOCATION G.Y. C.Y. C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH D7 -20 L-361+00 (6' LT) TO 360 +00 (6' LT) 1 10 14 ' 1 D7 -22 L 361+92 (56' RT) 0.4 8,26 D7 -23 L 363 +00 (6' LT) TO 361 +00 (6' LT) 1 21 -14 D7 -24 L 363 +00 761 TO 360 +00 (82' RT) 1 30 14 DL —ti Iq 1 ] f 7U Z— Qf f 1 2,15 D7--26 L 363 +93 (45' RT) 0.2 8,26 D7 -27 L 365+00 (6' LT) TO 363 +00 (U LT) 1 20 14 Db -tQZl- 111 e, � D7-28 L 365 +84 (50' RT) 0.2 8,26 D7 -29 L 365 +98 (2' RT) . , 0.1 8,26 137 -30 1 30 Gc-r u� �- 14 D7-31 L 367+00 (6' LT) TO 365+00 (6' LT) 1 20 14 D7 -32 L 367 +95 (50' RT) 0.2 8,26 137 -33 L 369+00 (64' RT) TO 366 +00 (70' RT) 1 30 14 D7 -34 L 369 +00 (6' LT) TO 367 +00 (6' LT) 1 20 14 D7 -35 L 370+43 (49' RT) 0.2 8,25 D7 -36 L 370+46 (5' LT.) . 0.2 8,26 D7 -37 L 370 +50 (51' L D7 -38 L 371+00 (6' LT) TO L 359 +00 (6' LT) 1 20 14 D7-39 L 357 +66.14 (77.5' LT) 1 2 D7-40 L 356 +76.88 (85.88' LT) TO L 358+49.50 (78.5 57 1 250 179 2,18,19, 20,28,31 D7w41 2 �.a�- I- ��'Y'T �G, L 6,14 D7-42 L 369 +00 (69 RT) TO L 369 +00 (64' RT) 2 1 5,14 D-1.- 443 L 3--7 D t 1-3 Coq ` g-r- -r -O t� . 2 10 14 F - J 2,14,27 2 4 ' 83 1540 304 2,18,19, 20,28,31 2 5 2,10,14,27 D7--47 L 356 +76.88 (85.88' LT) TO L 356+68.95 (880 2 1 2114 D7-48 L 356 +68.95 (86.28' LT) 2 D7-49 L 355 +89.68 (90.6' LT) F I AJA erGOP. o 1 2 SHEET TOTAL �- -3" 2790- REGION rao. ❑ AID, RROJ, NO, ENVIRONMENTAL & ENGINEERING SERVICE CENTER �� Washington State DESIGNED BY K. EZEOKEKE 10 WASH V7FAP� Department of Transportation ENTERED B7 S. CARSON 7/17/95 P�'� P CHECKED By R. SUAFOA .�oa NUMBER • ENGR. J. JOHNSON 94W097 REGION • R.Q. ANDERSON r-- CONTRACT No. E DATE DATE REVISION BYE GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B 7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. F 0 R A N!, ` R T r LNN., S; LY SR 405 SN -41 TUKWILA TO FACTORIA SCEIDI - STAGE I SHEET 135 OF STRUCTURE NOTES 9 ,55 SHEETS "? 41051"0�11*7 -5,001 STRUCTURE NOTES NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE F EATU R E FOUND ON THAT SHEET. Z CO o 0 ~- w w CL J 0 Z� dQ 2 D Z can 0 0 ~- W w a.. J 0 Z� ¢¢_ © Z ry ~ 0 0 �- � C9 w w Q- J 0 z �¢ M D z¢ ~" 0 tz w 0° 0 "�- ~- °o CO CO W w a. J J- 0 �-- Z w d¢--� M© Z ° c �'' 0 w J 0 .w- =w ZCL ¢�.. F- ° 2! � w 0 w J 0 cQ =w ZCL Q>.. 2 F--- w z 0 �" G Q Z � ' ° U d c3 �" d Lu cri Q o Z ; W 0 z 0 f--- _ 0 w 0 Z� ZCC OF- U co 0 Q w �j Q m w z 0 Zi 0 CO 0 U- w 2 � 0 0 c J u- ac ° a d z 0 U 0 w w J w w C3 �.. co w< Lu z ° z °— z J 0 0 ° Lu CC (D Z �- cc w z© w 0Z w L] = u7 CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. D7 -20 L 361+00 (6' LT) TO 360 +00 (6' LT) 14 LS RT) D7 -22 L 361+92 (56' RT) 8,26 D7 -23 L 363 +00 (6' LT) TO 361+00 (6' LT) 14 D7 -24 L 363+00 (76' RT) O 360+00 (82' RT) 14 2,15 D7 -26 L 363 +93 {45' RTC 8,26 D7 -27 L 365 +00 (6' LT} TO 363+00 (6' LT) 14 D7 -28 L 365 +84 (50' RT) 8,26 D7 -29 L 365 +98 42' RTC 8,26 D7 -30 L Z, LP 0 �Vv 14 D7 -31 L 367+00 (6' LT) fO 365+00 (6' LT) 14 D7 . -32 L 367 +95 ( 50' RT) 8,26 D7 -33 L 369 +00 (64' RT) TO 366 +00 (70' RT) 14 LAC V,--) Iq zn 7-5 �n I f� ��7" D7 -34 L 369+00 (6' LT) TO 367 +00 (6' LT) 14 D7--35 L 370+43 (49' RT) 8,26 D7 -36 L 370+46 (5' LT. ) . , 8,26 D7 -37 L 370 +50 (51' LT) 1 D7 -38 L 371+00 (6' LT) TO L 369 +00 (G' LT) 14 D7 -39 L 357 +66.14 (77.5' LTA 1 2 D7-,40 L 356 +76.88 (85.88' LT) TO L 358+49.50 (78.51' LT) 2,180199 20,28,31 D7-41 1 L� +�€� �'� . i �3U -7 -4-� 6,14 D7-42 L 369 +00 (69' RT) TO L 369 +00 (64' RT) 6,14 Dl -143 L-3-7c) t,3�-2- �0& D7-47 L 356 +76.88 (85.88' LT) TO L 356 +68.95 (86.28' LT) D7--48 L 356 +68.95 (86.28' LT) 1 D7-49 L 355 +89.68 (90.6' LT) SHEET TOTAL 4---- 31NMU DT K. EZEOKEKE PED BY S. LARSON 7117, R. SUAFOA • ElqGR. J. JOHNSON • R.O. ANDERSON DATE I DATE I REVISION 1 SEF REGION NO. STATE 10 WASH JOB NUMBER 94WC97 CONTRACT NO. Fl, Z GENERAL NOTES: 14 2,14,27 2,18,19, 20,28, 31 2,10,14127 L 2,14 ��� E D U 1 0"'ll Sm fc�n lc- - J—, 1 2 --f- -- ' ENVIRONMENTAL & ENGINEERING A01k SR 405 SERVICE CENTER Washington State TUKW ILA TO FACTORIA PSN-E42 w� Department of Transportation SC �, STAGE -I �QI STRUCTURE NOTES SHEETS I rl%-7 Ct 11 . nn ►CA$ I 'ri �7 ---53 �_ 3 &3466 ' _7_6 L3(-?5 " tg7) D8-1 L 372+00 (58' RT) TO L 369 +00 (64' RT) D8-2 L 373 +00 (6' LT) L 371+00 (6' LT) D8-3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) )0 -1A L37Z400 `81) 7Z- ZW 66' LO D8-5 L 376 +00 (50' LT) D8-6 L 376+48 (50' RT) D8-7 L 378 +50 (50' LT) D8-8 L 380 +00 (0' RT) 1 D8-9 L 380 +00 (50' RT) D8-10 L 380 +75 (50' LT) D8-11 L 383 +00 (50' LT} D8-12 L 383 +00 (50' RT) D8-13 L 372 +00 (621 RT) TO L 372 +00 (58' RT) D8-14 L 373 +50 (50' RT) 1 D8-15 L 373 +00 (6' LT) TO L 374 +60 (2' LT) D8-16 L 374 +60 (2' LT) TO L 375 +00 (2' LT), �4 NOTE: D9-2 1 D9-3 THE FIRST NUMBER OF THE �-- "CODE DESIGNATION" BELOW D9-4 J REFERS TO THE SHEET NO. OR 1 D9-6 w w J THE SHEET REFERENCE NO. m w z SHOWING THE DRAINAGE FEATURE, z z THE SECOND NUMBER REFERS TO r ° THE DRAINAGE FEATURE z S. z z FOUND ON THAT SHEET. o z v ru v W o W W w r z cc oC cc W CC CODE LOCATION EACH EACH EACH EACH D7 -50 L 355 +00.57 (96.12' LT) TO L 356 +72.82 (86.08' LT) Q LY co CL rl%-7 Ct 11 . nn ►CA$ I 'ri �7 ---53 �_ 3 &3466 ' _7_6 L3(-?5 " tg7) D8-1 L 372+00 (58' RT) TO L 369 +00 (64' RT) D8-2 L 373 +00 (6' LT) L 371+00 (6' LT) D8-3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) )0 -1A L37Z400 `81) 7Z- ZW 66' LO D8-5 L 376 +00 (50' LT) D8-6 L 376+48 (50' RT) D8-7 L 378 +50 (50' LT) D8-8 L 380 +00 (0' RT) 1 D8-9 L 380 +00 (50' RT) D8-10 L 380 +75 (50' LT) D8-11 L 383 +00 (50' LT} D8-12 L 383 +00 (50' RT) D8-13 L 372 +00 (621 RT) TO L 372 +00 (58' RT) D8-14 L 373 +50 (50' RT) 1 D8-15 L 373 +00 (6' LT) TO L 374 +60 (2' LT) D8-16 L 374 +60 (2' LT) TO L 375 +00 (2' LT), K. EZEOKEKE S. LARSON R. SUAFOA J. JOHNSON R.Q. ANDERSON I ->K- IF��e I��CMI 7-0 SH EEP TOTAL -4- 711 DATE DATE , n REVISION �_5 301 0 U a U w i� Q cn M w C.Y. sf� E REGION NO. 5 T 10 WASH JOB NUMBE`R � 94WCJ1 CONTRACT NO. BY (-/ �7 5�6 STRUCTURE NOTES J Z a a x uj C J Q G.Y. F1 311f� J z a Q X w z 2 Q U = C.Y. L �(�I _J Z 0 U w O Q LL = C.Y. Co 3q1 D9 -1 L 390 +50 (50' RT) L 392 +60 (0' RT) TO L 392 +60 (6' LT) D9-2 1 D9-3 L 392 +60 (50' RT) D9-4 L 395 +50 (50' RT) L 397 +00 (0' LT) TO L 397 +00 (6' LT) D9-5 1 D9-6 L 396 +92 (50' RT} 0 K. EZEOKEKE S. LARSON R. SUAFOA J. JOHNSON R.Q. ANDERSON I ->K- IF��e I��CMI 7-0 SH EEP TOTAL -4- 711 DATE DATE , n REVISION �_5 301 0 U a U w i� Q cn M w C.Y. sf� E REGION NO. 5 T 10 WASH JOB NUMBE`R � 94WCJ1 CONTRACT NO. BY (-/ �7 5�6 STRUCTURE NOTES J Z a a x uj C J Q G.Y. F1 311f� J z a Q X w z 2 Q U = C.Y. L �(�I _J Z 0 U w O Q LL = C.Y. Co 3q1 1 11 a - L, --am. --- -_ -1 2�- -- - -- ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washington State V,f Department of Transportation cn w a Z 9 GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. ** SEE SPECIAL PROVISIONS. L" 1. - EXTEND AND CONNECT EXISTING PIPE 0 TO NEW CATCH BASIN OR MANHOLE. W �' 2. -- SEE DRAINAGE DETAILS (DD1 TO DD8). 2,18'19' 3. - EMBANKMENT COMPACTION USED FOR 20928931 BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 14 4. -- CONNECT EXISTING STORM SEWER PIPE 14 TO NEW CATCH BASIN. 2 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 9 9 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 8,26 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 9 TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 14 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC 8,26 DRAINAGE MARKING, SEE CHANNELIZATION 14 DETAILS SHEET CD -2. 2 10. - USE SOLID METAL COVER FOR CATCH 37 BASIN IN PLACE OF GRATE. 17,22,23 11. - SEE ILLUMINATION AND POWER 37 DISTRIBUTION PLAN SHEETS FOR INFOR- 17,22,23 MATION REGARDING UTILITIES IN THIS AREA. 37 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND 8,26 DESIGN FLOW OF 125 GPM. 9 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 8,26 � ;� � E , �- LA Sr r � �"'�� a � ,^i SR 405 TUKWILA TO FACTCRIA SN -43 SC9DI -- STAGE I SHEET 1 -3T OF STRUCTURE NOTES 985 SHEETS i S�Z yaS�Lj� � z w LL 0 cr W r � �.- uj CL c� ~ z F_ ru Y w r z r z F- m V � Fw- Q = GC w 0 ¢ CCI= Q LY co CL J U 0 0 ¢ U- EACH EACH EACH L.F. C.Y. 1 11 a - L, --am. --- -_ -1 2�- -- - -- ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washington State V,f Department of Transportation cn w a Z 9 GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. ** SEE SPECIAL PROVISIONS. L" 1. - EXTEND AND CONNECT EXISTING PIPE 0 TO NEW CATCH BASIN OR MANHOLE. W �' 2. -- SEE DRAINAGE DETAILS (DD1 TO DD8). 2,18'19' 3. - EMBANKMENT COMPACTION USED FOR 20928931 BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 14 4. -- CONNECT EXISTING STORM SEWER PIPE 14 TO NEW CATCH BASIN. 2 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 9 9 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 8,26 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 9 TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 14 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC 8,26 DRAINAGE MARKING, SEE CHANNELIZATION 14 DETAILS SHEET CD -2. 2 10. - USE SOLID METAL COVER FOR CATCH 37 BASIN IN PLACE OF GRATE. 17,22,23 11. - SEE ILLUMINATION AND POWER 37 DISTRIBUTION PLAN SHEETS FOR INFOR- 17,22,23 MATION REGARDING UTILITIES IN THIS AREA. 37 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND 8,26 DESIGN FLOW OF 125 GPM. 9 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 8,26 � ;� � E , �- LA Sr r � �"'�� a � ,^i SR 405 TUKWILA TO FACTCRIA SN -43 SC9DI -- STAGE I SHEET 1 -3T OF STRUCTURE NOTES 985 SHEETS i S�Z yaS�Lj� � NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D7 -50 i L 355 +00.57 (96.12' LT) TO L 356 +72.82 (86.0E D8-13 L 372 +00 (62' RT) TO L 372 +00 (58' RT) 68-14 L 373 +50 (50' RT) D8--15 L 373 +00 (6' LT) TO L 374 +60 (2' LT) D8--16 L 374 +60 (2' LT) TO L 375 +00 (2' LT) D9-1 L390+50 (50' RT) D9-2 D8-1 L 372 +00 (58' RT) TO 0369+00 (64' RT) D8-2 L 373 +00 (6' LT) L 371+00 (6' LT) D8-3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) L 397 +00 (0' LT) TO L 397 +00 (6' LT) D9-6 L 37 00 �r CIFIED. ° D8-5 L 376 +00 (50' LT) D8-6 L 376+48 (50' RT) Z'o z D8-7 L 378 +50 (50' LT) D8-8 L 380 +00 (0' RT) D8-9 L 380 +00 (50' RT) ci- 2 D8-10 L 380 +75 (50' LT) D8-11 L 383 +00 (50' LT) D8-12 L 383 +00 (50' RT) D8-13 L 372 +00 (62' RT) TO L 372 +00 (58' RT) 68-14 L 373 +50 (50' RT) D8--15 L 373 +00 (6' LT) TO L 374 +60 (2' LT) D8--16 L 374 +60 (2' LT) TO L 375 +00 (2' LT) D9-1 L390+50 (50' RT) D9-2 L 392 +60 40' RT) TO L 392 +60 46' LT) D9-3 L 392 +60 (50' RT) S -TR. 5, 0._G. THICK. D9-4 L 395 +50 (50' RT) D9-5 L 397 +00 (0' LT) TO L 397 +00 (6' LT) D9-6 L 396 +92 (50' RT) 43 r C.Y. if LT) 0 q4 I C.Y. . 4s 1 J a cn cc c% TON STRUCTURE NOTES* 370 310 120 S 14 - ACCEPTABLE ALTERNATES FOR STORM 5-3 54 Ss ANIZED STEEL STORM SEWER PIP . S -TR. 5, 0._G. THICK. O z Q J Q C]C LONGITU DI NA S, 0. . TH ICK, z DIAM INCHES LARGER THA t� CIFIED. ° to o ° CL Z'o z 20'28'31 z � � w a o n Q c; a R; aW. F- ci- 2 w co z cv ,— Zz z0 cr M cc �Y mY 0 Lu w a: z 9 z z F- Q Z c -- ALVANIZED STEEL OR TR. 0 cc Q z O co ° L.F. L.F. ¢ EACH EACH 370 310 120 S 14 - ACCEPTABLE ALTERNATES FOR STORM 5-3 54 Ss ANIZED STEEL STORM SEWER PIP . S -TR. 5, 0._G. THICK. O z -TR. 2 WITH WE SKETED J Q C]C LONGITU DI NA S, 0. . TH ICK, z DIAM INCHES LARGER THA t� CIFIED. ° to o ° CL Z'o - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 20'28'31 z z THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. w w n Q 14 °Q 2 w co cti a- co ,— cv a cti a ALUMINUM, 0.060 IN. THICK. 3; cc aw.. Qcc 8,26 nW. NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 9 THICK. z -- ALVANIZED STEEL OR TR. Z z z O co ° < co ¢ Q co IN. COVER NOT TO EXCEED 15 FEET. rn c7 = m m = m z m = z 0 Q w Q Q Z ¢ ¢ w EACH EACH EACH EACH L.F. L.F 10 1 310 309 1 210 205 1 10 5 1 1 1 1 1 170 1 164 100 :i GENERAL NOTES: 2 37 17,22,23 37 17,22,23 37 r 0 r O FuN t {:0 ti- i E ur"" PLANS C F _[_0 Ls _/ L /Ec D 1 C-3 CZD S HE ET TOTAL -4- _7- REGION NO. $ E EEQ, AlQt ROJ NO ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER SN -44 DESIGNED BY K. EZEOKEKE 1 O WASH � VWashington State TUKWILA TO FACTORIA S. CARSON 7117195 V. Department of Transportation SCSDI - STAGE I CRECKED 137 R. SUAFOA .SOB NUMBER SHEET PROT • J. JOHNSON 94WG97 1:56 R.Q. ANDERSON CONTRACT NO- STRUCTURE NOTES 985 DATE DATE REVISION BY SBEETS �� 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: w ANIZED STEEL STORM SEWER PIP . �- -TR. 5, 0._G. THICK. O z -TR. 2 WITH WE SKETED J Q C]C LONGITU DI NA S, 0. . TH ICK, z DIAM INCHES LARGER THA t� CIFIED. w w to ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. 2'1$'1 9' - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 20'28'31 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. NUM STORM SEWER PIPE: -TR. 5, 0.0 . ICK. -PLAIN WITH G GITUDINAL SEA a A^ IN. THICK, DIAMET HES GER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 14 14 2 9 9 - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZED STEEL OR PLAIN 8,26 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 9 THICK. -- ALVANIZED STEEL OR TR. PITCH GALVAN .064 IN. THICK. LE 8 -9.9 OF HYDRAULICS M THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9- -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 14 8'26 14 IN. COVER NOT TO EXCEED 15 FEET. 2 37 17,22,23 37 17,22,23 37 r 0 r O FuN t {:0 ti- i E ur"" PLANS C F _[_0 Ls _/ L /Ec D 1 C-3 CZD S HE ET TOTAL -4- _7- REGION NO. $ E EEQ, AlQt ROJ NO ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER SN -44 DESIGNED BY K. EZEOKEKE 1 O WASH � VWashington State TUKWILA TO FACTORIA S. CARSON 7117195 V. Department of Transportation SCSDI - STAGE I CRECKED 137 R. SUAFOA .SOB NUMBER SHEET PROT • J. JOHNSON 94WG97 1:56 R.Q. ANDERSON CONTRACT NO- STRUCTURE NOTES 985 DATE DATE REVISION BY SBEETS �� D7-6a-t 3559741145.9 r . 6 (776 7 D8-1 L 372 +00 (58' RT) TO L 369 +00 (64' RT) D8-2 L 373 +00 (6' LT) L 371 +00 (6 LT) DS-3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) d;� zo' T ,.,,fin L,,... ' -� d I C i D8-5 L 376 +00 (50' LT) D8-6 L 376+48 (50' RT) D8--7 ( L 378 +50 (50' LT) D8-8 L 380 +00 (0' RT) NOTE: a a THE FIRST NUMBER OF THE a: a: ar "CODE DESIGNATION" BELOW w Lu REFERS TO THE SHEET NO. OR c„ ` c3 THE SHEET REFERENCE NO. M 2 SHOWING THE DRAINAGE FEATURE. ° ° THE SECOND NUMBER REFERS TO c" "' THE DRAINAGE FEATURE z z FOUND ON THAT SHEET. en Z Z Z Z a cZn co CL cn CODE L.F. L.F. D7 -50 L 355 +00.57 (96.12' LT) TO L 356 +72.82 (86.08' LT) arc D7-6a-t 3559741145.9 r . 6 (776 7 D8-1 L 372 +00 (58' RT) TO L 369 +00 (64' RT) D8-2 L 373 +00 (6' LT) L 371 +00 (6 LT) DS-3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) d;� zo' T ,.,,fin L,,... ' -� d I C i D8-5 L 376 +00 (50' LT) D8-6 L 376+48 (50' RT) D8--7 ( L 378 +50 (50' LT) D8-8 L 380 +00 (0' RT) D8-9 L 380 +00 (50' RT) D8-10 L 380 +75 (50' LT) D8-11 L 383 +00 (50' LT) D8-12 L 383 +00 (50' RT) D8-13 L 372 +00 462' RT3 TO L 372 +00 (58' 1 138-14 L 373 +50 (50' RT) D8-15 L 373 +00 (6' LT) TO L 374 +60 (2' LT) D8-16 L 374 +60 (2' LT) TO L 375 +00 (2' LT) D9-1 L 390 +50 (50' RT) D9-2 L 392 +60 (0' RT) TO L 392 +60 (6' LT) D9-3 L 392 +60 (50' RT) D9-4 I L 395 +50 (50' RT) D9-5 L 397 +00 (0' LT) TO L 397 +00 (6' LT) D9-6 L 396 +92 (50' RT) STRUCTURE NOTES* a E_ S HE ET TOTAL ..... -� --6-- - #-68 - REGION No. STAIE I DESIGNED By K. EZEOKEKE 1 ❑ WASH ENTERED 13Y S. LARSON 7117195 CH EC By R. SUAFOA JOB NUMBER PROTENGR. J. JOHNSON 94W097 • R.Q. ANDERSON OONTMCT NO DATE DATE REVISION BY 5 • 9 18. ---FOR 72,96 AND 120 INCH DETENTION 9 TANKS: ACCEPTABLE ALTERNATES FOR STORM 8,26 SEWER PIPE ARE: 9 GALVANIZED STORM SEINER PIPE: TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 14 ALUMINIZED STEEL STORM SEWER PIPE: 8'26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 14 CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. 2 THICK. 37 17,2223 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD--2. 37 17,22,23 20. SEE "BACKFILL DETAIL AND BOUYANCY 37 CONTROL FOR METAL PIPE DETENTION TANK ", DD 2. w w w w GENERAL NOTES: W co en cn c cZn cn cc 1= arc ° °¢ 15. SEE BIKE PATH STRUCTURE NOTE SHEET Q cn co cn co s z < z = z z w "- _ _ Q o z �- do z - LL z u:° z z O w Z w z w z w o a d w > w ? m m z o FOR ALUMINIZED STEEL STORM SEWER PIPE cja va. CO 0 c L.F. L.F. L.F. L.F. EACH z 6 �" 168 ARE: s z z Q p a E_ S HE ET TOTAL ..... -� --6-- - #-68 - REGION No. STAIE I DESIGNED By K. EZEOKEKE 1 ❑ WASH ENTERED 13Y S. LARSON 7117195 CH EC By R. SUAFOA JOB NUMBER PROTENGR. J. JOHNSON 94W097 • R.Q. ANDERSON OONTMCT NO DATE DATE REVISION BY 5 • ENVIRONMENTAL &ENGINEERING SERVICE CENTER Washington State Department of Transportation 8,26 9 UP K An C rU FUD ql ro F 9 r Ut j f4j JL 8,26 9 SR 405 N--45 TUKWILA TO FACTORIA S SC601-- STAGE I SHEET 139 OF STRUCTURE NOTES 955 SHEETS r 9 18. ---FOR 72,96 AND 120 INCH DETENTION 9 TANKS: ACCEPTABLE ALTERNATES FOR STORM 8,26 SEWER PIPE ARE: 9 GALVANIZED STORM SEINER PIPE: TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 14 ALUMINIZED STEEL STORM SEWER PIPE: 8'26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 14 CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. 2 THICK. 37 17,2223 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD--2. 37 17,22,23 20. SEE "BACKFILL DETAIL AND BOUYANCY 37 CONTROL FOR METAL PIPE DETENTION TANK ", DD 2. 7 GENERAL NOTES: cZn cn 40 °¢ 15. SEE BIKE PATH STRUCTURE NOTE SHEET ° © © s FOR ADDITIONAL QUANTITIES. < w = w z U-1 _ _ Q o �- ; - ca cn 16. - THE ONLY ACCEPTABLE ALTERNATES z z? m m m z o FOR ALUMINIZED STEEL STORM SEWER PIPE .-- ¢� CO a� "`� CO z z z �" z ARE: s z z Q p z Q ~ Q w c < w _ ` _ Q ¢ w w ©-- z - -PLAIN WITH GASKETED OR WELDED AND ° ° z ° ° ° z z ° c REMETALIZED LONGITUDINAL SEAMS 0.109 IN. p .._, a� D cc ° ? cn a z cq co a z (a to a. ° � o z w THICK, DIAMETER 3 INCHES LARGER THAN cn U- CV U- C'7 f-, =) Q7 � r cn SPECIFIED. L.F. L.F. L.F. EACH EACH EACH EACH '13'19' SPIRAL RIB STORM SEWER PIPE: 20,28,31 _PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE 14 SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B -12. 30 2 ENVIRONMENTAL &ENGINEERING SERVICE CENTER Washington State Department of Transportation 8,26 9 UP K An C rU FUD ql ro F 9 r Ut j f4j JL 8,26 9 SR 405 N--45 TUKWILA TO FACTORIA S SC601-- STAGE I SHEET 139 OF STRUCTURE NOTES 955 SHEETS r 9 18. ---FOR 72,96 AND 120 INCH DETENTION 9 TANKS: ACCEPTABLE ALTERNATES FOR STORM 8,26 SEWER PIPE ARE: 9 GALVANIZED STORM SEINER PIPE: TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 14 ALUMINIZED STEEL STORM SEWER PIPE: 8'26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 14 CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. 2 THICK. 37 17,2223 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD--2. 37 17,22,23 20. SEE "BACKFILL DETAIL AND BOUYANCY 37 CONTROL FOR METAL PIPE DETENTION TANK ", DD 2. 40 ENVIRONMENTAL &ENGINEERING SERVICE CENTER Washington State Department of Transportation 8,26 9 UP K An C rU FUD ql ro F 9 r Ut j f4j JL 8,26 9 SR 405 N--45 TUKWILA TO FACTORIA S SC601-- STAGE I SHEET 139 OF STRUCTURE NOTES 955 SHEETS r STRUCTURE NOTES-,,, D9-1 L 390 +50 (50' RT) D9-2 L 392 +60 (0' RT) TO L 392 +60 (6' L D9-3 L 392+60 (501 RT) D9••4 L 395+50 (50' RT) D9-5 L 397 +00 (0' LT) TO L 397 +00 (6' L D9-6 I L 396 +92 (50' RT) . 1. v yr a. %.,&% PROJ. ENGR. J. JOHNSON IREGIOITADM. R.Q. ANDERSON SHEET TOTAL TE DATE I +2c� REVISI i, M REGION LOCI. S ATE 10 WASH JOH NUMBER 94WO97 CONTRACT NO. 77 �r ED. AID. -EB3J . NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 2 2 5 1 1 2 `7� ...r .rvv . sv.v ,v v.v .+.. • . r .� vvv . •..• ,v v. • .... • f GENERAL NOTES: D8-1 L 372 +00 (58' RT) TO L 369 +00 (64' RT) �7 D8--2 L 373+00 (6' LT) L 371+00 (6' LT) o_ D8-3 NOTE: v v > 21. SEE BIKE PATH QUANTITY TABULATION W n. a CL D8-5 w w w w w L 376+48 (50' RT) w THE FIRST NUMBER OF THE u� a D8-7 L 378 +50 (50' LT) cr tu cr w _ D8-9 L 380+00 (504 RT) w o w w C "CODE DESIGNATION" BELOW = = c] 0 D8--11 c L w w L 383+00 (50' RT) w© °� cc© °e c D8-13 REFERS TO THE SHEET NO. OR m m L 373+50 (50' RT) © cc z w a L 373+00 (6' LT) TO L 374 +60 (2' LT) ALUMINIZED STEEL OR PLAIN NARROW ° ° ? a a L 374+60 (2' LT) TO L 375 +00 (2' LT) � THE SHEET REFERENCE NO. z z z z z a a PITCHED ALUMINIZED STEEL 0.079 IN. Lu w° J �? Lu SHOWING THE DRAINAGE FEATURE.d- 2v 189199 THICK. CO c~n d c; ¢ w f- 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER THE SECOND NUMBER REFERS TO w � w c9 _ --ate zn a z,o, o rnz a _ �z a co z Q THE DRAINAGE FEATURE cr d rr ¢ Q U d v °� z °� z 860 w � N w � N ° W 2 FOUND ON THAT SHEET. � j Z© �© z z cn � Z .. J N o w C -j a o Z o (D Z o o [3 ~ Z C� RE ca r ca z .r� - Np =w =U =L � a m 0 .r © © a © 0 0 0 Q a. < (L ¢ a. a CODE EACH EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. EACH D7-50 L 355 +00.57 (96.12' LT) TO L 356 +72.82 (86.08' LT) RETAINING WALL PLANS. 10 126 14 D9-1 L 390 +50 (50' RT) D9-2 L 392 +60 (0' RT) TO L 392 +60 (6' L D9-3 L 392+60 (501 RT) D9••4 L 395+50 (50' RT) D9-5 L 397 +00 (0' LT) TO L 397 +00 (6' L D9-6 I L 396 +92 (50' RT) . 1. v yr a. %.,&% PROJ. ENGR. J. JOHNSON IREGIOITADM. R.Q. ANDERSON SHEET TOTAL TE DATE I +2c� REVISI i, M REGION LOCI. S ATE 10 WASH JOH NUMBER 94WO97 CONTRACT NO. 77 �r ED. AID. -EB3J . NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 2 2 5 1 1 2 w • vv ...r .rvv . sv.v ,v v.v .+.. • . r .� vvv . •..• ,v v. • .... • f GENERAL NOTES: D8-1 L 372 +00 (58' RT) TO L 369 +00 (64' RT) D8--2 L 373+00 (6' LT) L 371+00 (6' LT) o_ D8-3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) w > 21. SEE BIKE PATH QUANTITY TABULATION idol I 0 D8-5 L 376+00 (50' LT) FOR ADDITIONAL ASPHALT CONCRETE D 8-6 L 376+48 (50' RT) w cn GUTTER QUANTITIES. a D8-7 L 378 +50 (50' LT) D8-8 L 380 +00 (0' RT) _ D8-9 L 380+00 (504 RT) 22. PLAIN WITH GASKETED OR WELDED o w w C o D8-•10 L 380 +75 (50' LT) c] 0 D8--11 L 383 +00 (501 LT) z D8-12 L 383+00 (50' RT) 0 w D8-13 L 372 +00 (62' RT) TO L 372 +00 (58' RT) � D8-14 L 373+50 (50' RT) w D8-15 L 373+00 (6' LT) TO L 374 +60 (2' LT) ALUMINIZED STEEL OR PLAIN NARROW D8-16 L 374+60 (2' LT) TO L 375 +00 (2' LT) S.Y. 17 S.F. Do D9-1 L 390 +50 (50' RT) D9-2 L 392 +60 (0' RT) TO L 392 +60 (6' L D9-3 L 392+60 (501 RT) D9••4 L 395+50 (50' RT) D9-5 L 397 +00 (0' LT) TO L 397 +00 (6' L D9-6 I L 396 +92 (50' RT) . 1. v yr a. %.,&% PROJ. ENGR. J. JOHNSON IREGIOITADM. R.Q. ANDERSON SHEET TOTAL TE DATE I +2c� REVISI i, M REGION LOCI. S ATE 10 WASH JOH NUMBER 94WO97 CONTRACT NO. 77 �r ED. AID. -EB3J . NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 2 2 5 1 1 2 44- — T.-2400- — 3628-- Washington State Department of Transportation 0 0 0 Ca� ?v `' GENERAL NOTES: o_ w > 21. SEE BIKE PATH QUANTITY TABULATION z 0 FOR ADDITIONAL ASPHALT CONCRETE Q w cn GUTTER QUANTITIES. a °[ _ z 22. PLAIN WITH GASKETED OR WELDED o w w C o < cc AND REMETALIZED LONGINTUDINAL c] 0 rr Z z m z SEAMS. 0 0 w cr c � w 23. ACCEPTABLE ALTERNATIVE; PLAIN w ;z ALUMINIZED STEEL OR PLAIN NARROW S.Y. C.Y. S.F. PITCHED ALUMINIZED STEEL 0.079 IN. 1530 2v 189199 THICK. 20,28,31 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER 10 NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ", 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION 170 1410 14 100 860 14 10 2 10 9 9 8,26 9 "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 10 126 14 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - 8126 90 790 14 DETENTION TANK ". 10 1 2 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 30 37 50 300 17 =2223 30 37 40 140 17,22,23 10 37 44- — T.-2400- — 3628-- Washington State Department of Transportation 0 0 0 Ca� ?v `' SR 405 TUKWILA TO FACTORIA SN -46 SC$DI -STAGE 1 SHEET 140 OF STRUCTURE NOTES 9a5 SHEET '�relPSI-411 7 I STRUCTURE NOTES-*- 31q to co co U Z U C.Y. 0.1 111K 0.1 0.1 F1 A/, -8:5-- 32�r� D9 -1 L 390 +50 (50' RT) i L 392 +60 (0' RT) TO L 392 +60 (6' LT) L 392 +60 (50' RTC L 395 +50 (50' RT) L 397 +00 (O' LT) TO L 397 +00 (6' LT) L 396 +92 (50' RT) 330 O D9-2 D9-3 D9-4 D9-5 D9-6 GENERAL NOTES: NOTE: Q Q a THE FIRST NUMBER OF THE z z D "CODE DESIGNATION" BELOW 0 ° cc = J REFERS TO THE SHEET NO. OR u_ a tL o 0 a 0 u- THE SHEET REFERENCE NO. �- u- u_ z E SHOWING THE DRAINAGE FEATURE. 0 a THE SECOND NUMBER REFERS TO WASH u- U z cr. °w THE DRAINAGE FEATURE z ENTERED BY S. LARSON 7117195 FOUND ON THAT SHEET. > CO CRECKED 137 R. SUAFOA co U O AG > © PROT ENGR. J. JOHNSON a. O G 4 m C7 u] U CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. D7 -50 L 355 +00.57 (96.12' LT) TO L 356 +72.82 (86.08' LT) 57 I270 179 -~-B7- � r 1 W .' 0 cc 0 a A D8-1 L 372+00 (58' RT) TO L 369 +00 (64' RT) 1 30 z z z D8-2 L 373 +00 (6' LT) L 371 +00 (6 LT) 1 20 Q D8•3 L 375 +28 (49' LT) TO L 374 +98 (49' LT) 1 4 -1 -1 2- > R7 /Z 4- L-se, /�-T. BEVELED END SECTION REQUIRED. co c = 1 1 z �' z � 08-5 L 376+00 (50' LT) SEE STANDARD PLAN B--7A. w � < ZCL < D8-6 L 376+48 (50' RT) Z � w D8-7 L 378 +50 (50' LT) � D8-8 L 380+00 (0' RT) o cn 36• BORING FROM WETLAND ON SHOULDER EACH D8-9 L 380 +00 (50' RI) EACH EACH EACH D8-10 L 384 +75 (50' LT) D8-11 L 383 +00 (50' LT) 2,18,19, D8-12 L 383 +00 (50' RT) D8-13 L 372 +00 (62' RT) TO L 372 +00 (58' RT) 2 SEE UNDERDRAIN DETAIL ON BARRIER D8-14 L 373 +50 (50' RT) D8-15 L 373 +00 (6' LT) TO L 374 +60 (2' LT) 1 17 D8-16 L 374+60 (2' LT) TO L 375 +00 (2' LT) %E-), 27 _ r 1- WQWAV+nvvn f 1 6 23 ' 1 5 =1 f 9 STRUCTURE NOTES-*- 31q to co co U Z U C.Y. 0.1 111K 0.1 0.1 F1 A/, -8:5-- 32�r� D9 -1 L 390 +50 (50' RT) i L 392 +60 (0' RT) TO L 392 +60 (6' LT) L 392 +60 (50' RTC L 395 +50 (50' RT) L 397 +00 (O' LT) TO L 397 +00 (6' LT) L 396 +92 (50' RT) 330 D9-2 D9-3 D9-4 D9-5 D9-6 GENERAL NOTES: Q a F SHEET TOTAL --9~-- 44-1- 59--- 1270- -lq9- REGIGN NO- 8 E 32. CONNECT TO EXISTING MANHOLE D6-53. 10 WASH DESMNED By K. E7EOKEKE z z z ENTERED BY S. LARSON 7117195 CRECKED 137 R. SUAFOA co co co JOB NUMBER 94WO97 PROT ENGR. J. JOHNSON 33. $/26 G 4 REGION • R.O. ANDERSON r' o �grd:L DATE DATE REVISION k j v CONTRACT NC. BY STRUCTURE NOTES-*- 31q to co co U Z U C.Y. 0.1 111K 0.1 0.1 F1 A/, -8:5-- 32�r� 330 GENERAL NOTES: Q a 32. CONNECT TO EXISTING MANHOLE D6-53. z z z co co co 33. INSTALL GRATE INLET AT LOWEST � �' un ELEVATION EAST OF WALL #3. w � r W ? 0 cc 0 a A 34. SEE DETAIL DD -5. z z z z �� Q J z U 2 -1 -1 � °- z 35. BEVELED END SECTION REQUIRED. co c = _� z �' z � c SEE STANDARD PLAN B--7A. w � < ZCL < Za. <t�- Z � w ¢ � o cn 36• BORING FROM WETLAND ON SHOULDER EACH EACH EACH EACH EACH EACH WILL NOT BE ALLOWED. 2,18,19, 20'2$'31 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 14 14 2 L•�f3� 1 14 8,25 14 2 37 1 17,22,23 37 1 17,22,23 37 eE- ENVIRONMENTAL &ENGINEERING SERVICE CENTER AdIbk wrWashington State o Department of Transportation LIMV a M T .7 FOR "Asl k T E. SR $05 TUKWIi.A TO FAC'TCRIA SN-�47 SC801- STAGE I SHEET 141 or STRUCTURE NOTES 935 SHEETS 4 NOTE: z r.. a � . v ... vv► a ry �rs... .. ■ RT) TO L 369 +00 (64' RT) L 371 +00 (6 LT) LT) TO L 374 +98 (49 LT) 3 7 LT) RT) LT) RT) THE FIRST NUMBER OF THE co L 380 +00 (50' "CODE DESIGNATION" BELOW � REFERS TO THE SHEET NO. OR C) L 380 +75 (50' L 383 +00 (50' THE SHEET REFERENCE NO. 0 L 383+00 (50' RT) SHOWING THE DRAINAGE FEATURE. � THE SECOND NUMBER REFERS TO �, ,-- THE DRAINAGE FEATURE w i Lu CL FOUND ON THAT SHEET. _ Z D8-16 L 374 +60 (2' LT) TO L 375 +00 (2' LT) CODE LOCATION EACH D7-50 L 355 +00.57 (96.12' LT) TO L 356 +72.82 (86.08' LT) 609 VG. D8-1 D8-2 28-3 DL-) /1- Ir v►v �v.v �vv.v L 372 +00 (58' L 373 +00 (6' LT) L 375 +28 (49' o L 376 +00 (50' L 376+48 (50' L 378 +50 (50' L 380 +00 (0' r.. a � . v ... vv► a ry �rs... .. ■ RT) TO L 369 +00 (64' RT) L 371 +00 (6 LT) LT) TO L 374 +98 (49 LT) 3 7 LT) RT) LT) RT) D8-5 D8-6 D 8-7 D8--8 D8-9 L 380 +00 (50' RT) D8-10 D8.11 L 380 +75 (50' L 383 +00 (50' LT) LT) D8-12 L 383+00 (50' RT) D8--13 L 372 +00 (62' RT) TO L 372 +00 (58' RT) D8-14 L 373 +50 (50' RT) D8-15 L 373 +00 (6 LT) TO L 374 +60 (2' LT) D8-16 L 374 +60 (2' LT) TO L 375 +00 (2' LT) D9-1 L 390 +50 (50' RT) D9 -2 L 392 +60 (0' RT) TO L 392 +60 (6 LT) D9-3 L 392 +60 (50' RT) D9-4 L 395 +50 (50' RT) D9--5 L 397 +00 (0' LT) TO L.397 +00 (6' LT) D9-6 j L 396 +92 (50' RT) S EET TOTAL 7 ;Ntu tr R. SUAFOA • ENGFE J. JOHNSON �N 70K R.Q. ANDERSON DATE . 0 CJ!57- STRUCTURE NOTES Lu j , 3 3 7 GENERAL NOTES: z z z z .� v a v � W w cc%j � N w F-- Z V3 H m .19 0 u] f--- 1--- r- a C14 C4 ? m ❑ Z © Z �M w w � z o< 0 0 ..j C-4 c\1 C7 N co Q F w 0 Q 0 ❑ D [7C w OC CL CC LLJ Lu CL Lu a. J }- J Lu 0 C] _ D CL tx Q Z d 0 0 �- 0 ,- 0 c7 c/) v) Z U w U V7 w C LIJ 3 z� z z�w za za = ZCC < M 0 0 Q Q 0 co EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. 2,18,19, 20,28,31 7,V I !L J 3 14 14 1 1 2 4 1 9 1 9 1 8,26 1 9 1 1 1 14 8,26 14 2 217 37 1 17,22,23 182 37 1 17,22,23 71 37 1 8,26 1 9 26 u 8 f5' w '3 �n ' 3 e T 1 g �� . -LY PLAKi ks REGION NO. S E FED, AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SR 405 SN -48 10 WASH SERVICE CENTER Washington State TUKWIL_A TO F'ACTORIA Department of Transportation SCEPI - STAGE I JOB NUMBER SHEET CONTRACT NO. STRUCTURE NOTES 985 REVISION BY �� 7 5- (s SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION n IRA, D9-9 L 386 +00 (50' LT) D9-10 N3 9 +70 (5.83' RT) TO 9 +70 (3' LT) FPN- D3-12 N3 12 +69 (6' RT) TO (9' LT) D9-13 N3 12 +69 (6' RT) TO N3 15 +21.76 (5.83' RT) D10-1 L 404 +80 (3.7' LT) TO L 404 +80 (0.3' RT) D10 -2 L 404 +80 (0.3' RT) Dl 0-3 L'-4 6+07 (2'- R:-O L 406 +47 (2.4'Rl�- -- D10-4 L 406+47 (2.4' RT) To L 408 +65 (4' RT) Dl 0-5 L 408 +65 (4' LT) TO L 408 +65 (4' RT) Dl 0-6 L 408 +65 (4' RT) D10 -7 L 408+65 (50' RT) D10 -8 L 409 +00 (50' LT) D10-9 L 410 +91 (2' LT) TO L 410 +91 (2' RT) D 10 -10 L 410 +91 (2' RT) D10-11 L 411 +10 (50' RT) D# O -12 L 412 +16 (50' LT) D10 -13 L 413 +04 (50' RT) D10 -14 L 404 +00 (54' RT) D10 -15 L 404 +20 (74' LT) D10 --16 L 405 +24 (50' LT) D10 --17 L 405 +00 (55' RT) D10-18 L 407 +00 (50' RT) 91019 1= 490 i G®r r D10 -20 L 408 +23 (50' LT) 'A f D 10 -23 N3 15 +21.76 (5.83' IT D 10 -25 N2 26 +39.9 (4.90' LT) aNcu 0 r K. EZEOKEKE RED BY S. LARSON R. SUAFUA ENGR. J. JOHNSON • R.Q. ANDERSON �I 7T w EACH Ilk: tz I m 1 1 1 D 0 w .J z z D Q W cc EACH 2f 19 T 1 )A W J z -r as J EACH r; u 5 6 Rue r ■ C.Y. STRUCTURE NOTES n .5 1 .J z 0 1 Q Q x Z Q C.Y. ..J z 0 Q x w z Q � Z Q tJ = C.Y. 36 I 3 r7I _j z 0 U W „ z D U Q 0- _ C.Y. 340; 1 I .mow T • EACH 0 0 1 3�I cc O w a. r z 0 EACH 'HE ET TOTAL --7-- -2- -- REGION W. s IE EED,AIQ,-P_BOJ-l9O,_ ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER 117195 JOB NUMBER 94WO97 CONTRACT NO. DATE DATE REVISION BY SIT G w v 04 a w J z m Cr3 EACH �1 w C3 z 0 J C13 Q L.F. lW- Y z ca __.I U- C.Y. Washington State Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. cn W 0 z J cc �z c� W W u' ** SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. -- CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. -- SEE CAST-IN-PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 8'25 9911,14 29,35 8,26 9911,141 29,35 9,11,14 26 4,9,13126 2 14 14 I 4,9,13,26 9 14'26 419913,26 9 9 9 8926 8,26 11 1,9,14 FOR t KU L RANS" I U NLY SR 405 -�49 TUKWILA TO FACTORIA SN SCaDI - STAGE [ SHEET 145 OF STRUCTURE NOTES 985 sEETs 0 52 vos�Y� 7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D9-9 L 386 +00 (50' LT) D9-10 N3 9 +70 (5.83' R TO 9 +70 O L D9-12 N3 12 +69 (61 RT) TO (9' LT) D9-13 N3 12 +69 (61 RT) TO N3 15 +21.76 (5.83' RT) D10 -1 L 404 +80 (3.7' LT) TO L 404 +80 (0.3' RT) D10-2 L 404 +80 (0.3' RT) D10-3 D10-4 L 406+47 (2.4' RT) TO L 408 +65 (4' RT) D10-5 L 408 +65 (4' LT) TO L 408+65 (4' RT) D10 -6 L 408 +65 (4' RT) Dl 0-7 L 4 08 +65 (50' RT) D10 -8 L 409 +00 (50' LT) D 10 -9 L 410 +91 (2' LT) TO L 410 +91 (2' RT) D10-10 L 410 +91 (2' RT) D10-11 L 411+10 (50' RT) D10-12 L412+16 (50' LT) D10 -13 L413+04 (50' RT) D10 -14 L 404 +00 (54' RT) D10 --15 L 404 +20 (74' LT) D10 -16 L 405 +24 (50' LT) D10 -17 L 405 +00 (55' RT) D10 -18 L 407 +00 (50' RT) a i C.Y. 2 2 a i C.Y. a TON ■ i law WR L.F. U�� I 1 1. a L.F. STRUCTURE NOTES � w w ck- Fes-• ~ z z `z U mz 0° EACH a z w �... a- V5 0 m z = Q 0° EACH wN G rii RN" EACH 1 1 1 1 Q 0 z CD d- w z Q U EACH 1 1 s, c� z a m U U EACH 1 w a. w cn 0 cn z co w L.F. m 230 10 10 1 Y 5 w a w w cr O 0 z o �z L.F 13 223 8 0 GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: 0 0� ;2! D z Q w w CL J c� a 0 zn- A co U U F -- TR. 5, 0.064 IN. THICK. U CC EACH wN G rii RN" EACH 1 1 1 1 Q 0 z CD d- w z Q U EACH 1 1 s, c� z a m U U EACH 1 w a. w cn 0 cn z co w L.F. m 230 10 10 1 Y 5 w a w w cr O 0 z o �z L.F 13 223 8 0 GENERAL NOTES: 9 0 8,26 D10-20 L 408 +23 (50' LT) 8,26 D 10 -23 N3 15 +21.76 (5.83' RT) D 10 -25 N2 26 +39.9 (4.90' LT) 311cu 0r K. EZEOKEKE RED BY S. LARSON RED ST R. SUAFOA • J. JOHNSON DN • R.O. ANDERSON 1 7r< -_/2� 7- n- SEF-- F/t\f/9 /15 S EET TOTAL - — - � 2 REGION NO. STATE FEQ, AID, OJ. NO ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER 7117195 JOB NUMBER 19 94WO97 CONTRACT NO. DATE DATE REVISION BY e E� 11 1,9,14 FOR "'AS L ur"""iNIILY SR 405 Washington State TUKWILA TO FACTOEIA SN- 0 VAf Department of Transportation SCSDI STAGE I SHEET 144 OF STRUCTURE NOTES 985 sHE£Ts SlC 5'os /y/ 7 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: an G LVkNIZED STEEL STORM S EWER o -TR. 57 0. . THICK. z -TR. 2 WITH W D ASKETED J LONGITUDINA AMS, 64 IN. THICK, w DIAM 3 INCHES LARGER N c� CIFIED. w w co ALUMINIZED STEEL STORM SEWER PIPE: -- TR. 5, 0.064 IN. THICK. 8,26 - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. INUM STORM SEWER PIPE: -TR. 5, 0. .THICK. -PLAIN WITH GAS NGITUDINAL SEAMS 0. HICK, D1 R 3 INCHES R THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 9111,149 29,35 8126 9,11,14, 29,35 9,11,14 26 4,9,13,26 - PLAIN ALUMINUM OR PLAIN NARROW PITCH 2 ALUMINUM, 0.060 IN. THICK. -- PLAIN ALUMINIZED STEEL OR PLAIN 14 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 14 THICK. 4,9,13126 - ALVANIZED STEEL OR TR. III PITCH GALVAN .064 IN. THICK. E THERMOPLASTIC STORM SEWER PIPE 14,26 CONFORMING TO SECTION 9-05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 4,9, 13'26 9 IN. COVER NOT TO EXCEED 15 FEET. 9 0 8,26 D10-20 L 408 +23 (50' LT) 8,26 D 10 -23 N3 15 +21.76 (5.83' RT) D 10 -25 N2 26 +39.9 (4.90' LT) 311cu 0r K. EZEOKEKE RED BY S. LARSON RED ST R. SUAFOA • J. JOHNSON DN • R.O. ANDERSON 1 7r< -_/2� 7- n- SEF-- F/t\f/9 /15 S EET TOTAL - — - � 2 REGION NO. STATE FEQ, AID, OJ. NO ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER 7117195 JOB NUMBER 19 94WO97 CONTRACT NO. DATE DATE REVISION BY e E� 11 1,9,14 FOR "'AS L ur"""iNIILY SR 405 Washington State TUKWILA TO FACTOEIA SN- 0 VAf Department of Transportation SCSDI STAGE I SHEET 144 OF STRUCTURE NOTES 985 sHE£Ts SlC 5'os /y/ 7 D9-9 L 386+00 (50' LT) D9-10 N3 9 +70 (5.83' RT) TO 9 +70 (3' LT) D9-12 N3 12 +69 (6' RTC TO (9' LT) D9-13 N3 12 +69 (6' RT) TO N3 15 +21.76 (5.83' RT) D10 -1 L 404+80 43.7' LTy TO L 404 +80 (0.3' RT) D10-2 L 404+80 (0, 3' RT) D10 -3 D10-4 s� D10 -5 NOTE: C i THE FIRST NUMBER OF THE °` cc a oc "CODE DESIGNATION" BELOW , r ) D10 -7 REFERS TO THE SHEET NO. OR cn cn THE SHEET REFERENCE NO. CC CC SHOWING THE DRAINAGE FEATURE. (2' LT) TO L 410 +91 (2' RT) '7y THE SECOND NUMBER REFERS TO 15 D10-10 THE DRAINAGE FEATURE (2' RT) D10-11 FOUND ON THAT SHEET. o © o a (50' LT) 29,35 17. - USE CONCRETE PIPE ANCHORS. SEE CL cq CODE L.F. L.F. D9-9 L 386+00 (50' LT) D9-10 N3 9 +70 (5.83' RT) TO 9 +70 (3' LT) D9-12 N3 12 +69 (6' RTC TO (9' LT) D9-13 N3 12 +69 (6' RT) TO N3 15 +21.76 (5.83' RT) D10 -1 L 404+80 43.7' LTy TO L 404 +80 (0.3' RT) D10-2 L 404+80 (0, 3' RT) D10 -3 D10-4 L 406+47 (2.4' RT) TO L 408 +65 (4' RT) D10 -5 L 408+55 (4' LT) TO L 408 +65 (4' RT) D10 -6 L 408+65 (4' RT) DEC --tP 2 , r ) D10 -7 L 408 +65 (50' RT) D10 -8 L 409 +00 (50' LT) D10-9 L 410 +91 (2' LT) TO L 410 +91 (2' RT) '7y 15 D10-10 L 410 +91 (2' RT) D10-11 L 411+10 (50' RT) D10 -12 L 412 +16 (50' LT) D10-13 L413+04 (50' RT) D10 -14 L404+00 (54' RT) D10 -15 L404+20 (74' LT) D10 -16 L 405 +24 (50' LT) D 10 -17 L405+00 (55' RT) D 10 -18 L 407+00 (50' RT) 5� 1 STRUCTURE NOTES ),'-,5` c:I t-9 �I10 M GENERAL NOTES: G 6Z- co 16. - THE ONLY ACCEPTABLE ALTERNATES w FOR ALUMINIZED STEEL STORM SEWER PIPE cc �S 6� "70 -PLAIN WITH GASKETED OR WELDED AND w 73 SPECIFIED. '7y 15 w w w w - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW w w 9,11,14, 29,35 17. - USE CONCRETE PIPE ANCHORS. SEE 8126 z B -12. 29,35 9,11,14 18. --FOR 72, 96 AND 120 INCH DETENTION 26 4,9213126 2 � ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: 14 GALVANIZED STORM SEWER PIPE: 419,13,26 CORRUGATIONS AND WELDED OR 9 ¢ w GASKETED LONGITUDINAL SEAMS, 0.064 IN. Cr Or_ 14,26 cc ME � 419,13,26 o 9 CORRUGATIONS WITH WELDED OR 0 .j LL! GASKETED LONGITUDINAL SEAMS, 0.064 IN. 0 _j LLI THICK. © ¢ W v ¢ W 9 v ¢ W PIPE DETENTION TANK ", DD-2. = J Q[ 7 CONTROL FOR METAL PIPE DETENTION O TANK ", DD-2. 0) D D [? F"- CD � J J J CC] z z z z w ~ Z U� z U� z m m m � Q Z Z Z O LL. z D LL. z ° z 0 z p ¢ ¢ ¢ Q M Q ¢< L (D Z c., ac z w X ° W t=n a (n D � O � � � ° � ° ?w ?W ?w �w ¢a p aZcz cc c~nZ c~i)z C/) U CL U a. ...� C] a • Q_ _j U �- a. O U LLJ co J cn = U- •tt vq D tL [D co ar = Ctl t-. a_ � (D W CL � Cv ,-- 0 � L.F. L.F. L.F. L.F. EACH L.F. L.F. L.F. EACH EACH EACH EACH c:I t-9 �I10 M GENERAL NOTES: 8,26 D10 -20 L408+23 (50'0) ■ 3 tvv. 1 8125 ` ` V;j u t D 10 -23 N3 15 +21.76 (5.83' RT) �1 u D 10 -25 N2 26 +39.9 (4.90' LT) SE 1,9,14 SHEET TOTAL --0� REGION fro. E FED, AID. PRQJ.-NQ. ENVIRONMENTAL & ENGINEERING SR 405 DESIGNED By S N -� 1 K. EZEOKEKE 10 WASH SERVICE CENTER Washington Mate TUKWILA TO FACTCRIA ENTER �r department of Transportation s. CARSON 7117195 SCSDI — STAGE I CRECKED By R. SUAFOA JOB NUMBER SHEET 145 PROJ. ENGR. J. JOHNSON 9 4WO97 OF REGIORAW R.Q. ANDERSON CONTRACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY 7 SHEETS 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. co 16. - THE ONLY ACCEPTABLE ALTERNATES w FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J z -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN co SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 8,26 - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 9,11,14, 29,35 17. - USE CONCRETE PIPE ANCHORS. SEE 8126 SPECIAL PROVISIONS, SEE STANDARD PLAN 9,11,14, B -12. 29,35 9,11,14 18. --FOR 72, 96 AND 120 INCH DETENTION 26 4,9213126 TANKS: 2 ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: 14 14 GALVANIZED STORM SEWER PIPE: 419,13,26 TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR 9 GASKETED LONGITUDINAL SEAMS, 0.064 IN. TH ICK. 14,26 ALUMINIZED STEEL STORM SEWER PIPE: 419,13,26 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 9 CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 1 19. SEE "BACKFILL DETAIL FOR CONCRETE 9 PIPE DETENTION TANK ", DD-2. 20. SEE "BACKFILL DETAIL AND BOUYANCY 9 CONTROL FOR METAL PIPE DETENTION TANK ", DD-2. 8,26 D10 -20 L408+23 (50'0) ■ 3 tvv. 1 8125 ` ` V;j u t D 10 -23 N3 15 +21.76 (5.83' RT) �1 u D 10 -25 N2 26 +39.9 (4.90' LT) SE 1,9,14 SHEET TOTAL --0� REGION fro. E FED, AID. PRQJ.-NQ. ENVIRONMENTAL & ENGINEERING SR 405 DESIGNED By S N -� 1 K. EZEOKEKE 10 WASH SERVICE CENTER Washington Mate TUKWILA TO FACTCRIA ENTER �r department of Transportation s. CARSON 7117195 SCSDI — STAGE I CRECKED By R. SUAFOA JOB NUMBER SHEET 145 PROJ. ENGR. J. JOHNSON 9 4WO97 OF REGIORAW R.Q. ANDERSON CONTRACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY 7 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D9-9 L 386 +00 (50' LT) DS -1 o 1 N3 9 +70 {5.83' RT) TO 9+70 (3' LT) STRUCTURE NOTES* �7 �S rWi a w w a w cc w w W� w W w CO CD len Q �� x° cr_ M 2i Q QQ co sn ❑z ❑Z O� SC ° ° ul CD CO cq J co CO CD z z z z o ❑ ,J � W �c w = w = w w _j Zo za ��- I ~ wt.-. z Z Z 0 0 2! �°z °w °w F_ :5 F— p U U Z Lu J z Z G 20 � w t— C5 6 P C3 C3 D rn © C] C] C1. © D L] D U Q LL Q Ll. Q �3.. EACH I EACH I EACH I EACH I L.F. I L.F. I L.F. I I L.F. I L.F. I L.F. D9-12 N312 +69 (6 RT) TO (9' LT) D9-13 N3 12 +69 (6' RT) TO N3 15 +21.76 (5.83' RT) D10 -1 L 404 +80 (3.7' LT) TO L 404 +80 (0.3' RT) D10-2 L 404+80 (0.3' RT) D10-3 D10- -4 L 406+47 (2.4' RT) T❑ L 408 +65 (4' RT) 20 100 co D10 -5 L408+65 (4' LT) T❑ L 408 +65 (4' RT) 1 22. PLAIN WITH GASKETED OR WELDED D10-6 L408+65 (4' RT) z Lu � 150 ))f -- (r P G L! C 9 4- te 0 -I' 23. ACCEPTABLE ALTERNATIVE; PLAIN c z D10-7 L 408 +65 (50' RT) X 60 LLJ D10 -8 L 409 +00 (50' LT) RISK, STEEL CASINGS OF A DIAMETER � NOT SMALLER THAN 181 NCH ES MAY BE D10-9 L 410 +91 (2' LT) TO L 410 +91 (2' RT) x w = w D 10 -10 L 410 +91 (2' RT) 0 CC .J Z 0 D10 --11 L 411 +10 (50' RT) � U � Z D10 -12 L412+16 (50' LT) Q _ [ D D 10 -13 L 413 +04 (50' RT) cl: w to U z cry D10 -14 L404+00 (54' RT) S.Y. C.Y. S.F. D10-15 L404+20 (74' LT) 31. SEE SPECIAL PROVISION 9 "SPECIAL BORROW INCL. HAUL". D10-16 L 405+24 (5011-T) D10 -17 L405+00 (55' RT) D10 -18 L 407+00 (50' RT) D 10 -20 1 L 408 +23 (50' LT) D 10 -23 IN 3 15 +21.76 (5.83' RT) D10-25 N2 26139.9 (4.90' LT) Tc- SHEET TOTAL JESIGNED By K.EZEOKEKE S. LARSON 7/23/95 ,HECKED By R.SUAFOA J. JOHNSON IEGION • R.Q. ANDERSON DATE DATE REVISION :- m REGION NO. ST6JLE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. C � C-7 &-- I_ 691 � D — =ED AID. R ❑J• NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 1 21. SEE BIKE PATH QUANTITY TABULATION 20 100 co 3� 10 1 22. PLAIN WITH GASKETED OR WELDED 0 620 z Lu � 150 a 23. ACCEPTABLE ALTERNATIVE; PLAIN c z 0 PITCHED ALUMINIZED STEEL 0.079 IN. X 60 LLJ m 0 U RISK, STEEL CASINGS OF A DIAMETER � NOT SMALLER THAN 181 NCH ES MAY BE �z °C x w = w 1200 W 0 CC .J Z 0 a U � U � Z � 14 Q _ [ D co a. cl: w to U z cry U EACH S.Y. C.Y. S.F. 1 21. SEE BIKE PATH QUANTITY TABULATION 20 100 co GUTTER QUANTITIES. 10 1 22. PLAIN WITH GASKETED OR WELDED 10 620 1 SEAMS. 150 w w 23. ACCEPTABLE ALTERNATIVE; PLAIN 10 80 1 PITCHED ALUMINIZED STEEL 0.079 IN. 10 60 24. AT THE CONTRACTOR'S OPTION, AND 10 RISK, STEEL CASINGS OF A DIAMETER 29,35 NOT SMALLER THAN 181 NCH ES MAY BE 8926 SUBSTITUTED FOR THE 24 INCH 9,11,14, DIAMETER CASINGS. 140 1200 %11914 25. SEE SPECIAL PROVISION "STEEL 20 120 1 10 70 1 STRUCTURES AND OBSTRUCTIONS ". 14 27. SEE SPECIAL PROVISION "CATCH BASIN 10 90 1 10 70 1 2 1 10 30 1 10 20 - - --t2-- Wig-- -2460^ Washington State W,. Department of Transportation GENERAL NOTES: 11 1,9,14 F D uUNS, � � T ir D P LA N �i "..y SR 405 Ti1KW ILA TO FACTORIA S N- 52 SCSDI — STAGE f 146 STRUCTURE NOTES 1905 SHEETS T yos / <j /i I 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE co GUTTER QUANTITIES. w 0 z 22. PLAIN WITH GASKETED OR WELDED J Q o� AND REMETALIZED LONGINTUDINAL SEAMS. w w w 23. ACCEPTABLE ALTERNATIVE; PLAIN u' ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. 3,26 THICK. 24. AT THE CONTRACTOR'S OPTION, AND 9,1 1,14, RISK, STEEL CASINGS OF A DIAMETER 29,35 NOT SMALLER THAN 181 NCH ES MAY BE 8926 SUBSTITUTED FOR THE 24 INCH 9,11,14, DIAMETER CASINGS. 29,35 %11914 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26 419,13,26 26. SEE SPECIAL PROVISION "REMOVAL OF 2 STRUCTURES AND OBSTRUCTIONS ". 14 27. SEE SPECIAL PROVISION "CATCH BASIN 14 TYPE 2 FOR TANK ". 4,9,1 3,26 28. SEE SPECIAL PROVISION 9 "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE 14,2fi RETAINING WALL PLANS. 419'13,26 30. SEE SPECIAL PROVISION "SHORING OR 9 EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION 9 "SPECIAL BORROW INCL. HAUL". 11 1,9,14 F D uUNS, � � T ir D P LA N �i "..y SR 405 Ti1KW ILA TO FACTORIA S N- 52 SCSDI — STAGE f 146 STRUCTURE NOTES 1905 SHEETS T yos / <j /i I STRUCTURE NOTES--* L_ Kfuu+u 0.2 8,26 D10 20 L 408 +23 (50' LT) a.2 8,26 D 10 -23 N3 15 +21.76 (5.83' RT) 1 11 D10 -25 N2 26 +39.9 (4.90' LT) 1 1 1,9114 SHEET TOTAL -1-t 08 a11cu DT K. EZEOKEKE RM 13 S. LARSON �KED By R. SUAFOA .ENG J, JOHNSON 3N A15 • R.Q. ANDERSON 7 DATE DATE REVISION REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. BY "/75; ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washin on State De rtment of Transportation GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B--7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. F p �,.. rr x�{� _ ,, ci Eii�'' ti.", C� 4� ry�¢x�` G �j �) P 3 L A. 5A, pp ONLY SR 405 S N -53 TUKWILA TO FACTORIA SC8DI STAGE I SHEET 147 OF STRUCTURE NOTES 985 SHEETS Z 7Z �l '?,f� 3 3z7 32� �2� 33a 331 ° Q Q NOTE: Q o a THE FIRST NUMBER OF THE z z z z "CODE DESIGNATION" BELOW a w � 4c a = J _j � co ca REFERS TO THE SHEET NO. OR CC v oc 0 THE SHEET REFERENCE NO. U- w w z ttrry� `�' � "' � V � w � SHOWING THE DRAINAGE FEATURE. _j � _j � .�.J � O w o o ° z _j O OC w m w [aC w p z THE SECOND NUMBER REFERS TO � � w° (0 z z z z Z �`' THE DRAINAGE FEATURE m m* m m w U < w w a FOUND ON THAT SHEET. w co w w < z to w a a o w Q O cr w w a- � O z O W E]C -=a 0 = Gam] Z d ¢ � CL z ¢ Q W w C7 U C� m C3 co U U ¢ ¢ ¢ 2 N— D to CODE LOCATION C.Y. C.Y. C.Y. TON G.Y. C.Y. EACH EACH EACH EACH EACH EACH 0.2 8,26 D9-9 L 386-x-00 450' LT) D9-14 N3 9 +70 45.83' RTC TO 9 +70 (3' LT) 1 1 9,11,14, 29,35 ' N3 12 +69 (6' RT) TO (9' LT) 1 0.2 8,26 9,11,14, D9-12 29,35 D9-13 N3 12 +69 (6' RT) TO N3 15 +21.76 (5.83' RT) 22 9 =11,14 D10 -1 L 404+84 (3.7' LT) TO L 404 +80 (0.3' RT) 1 1 26 D14 -2 L 404 +80 (0.3' RT) 1 4,9,13,26 Dl 0-3 1 4 �: S +C) o z T-a 2 14 D10-4 L 406+47 42.4' RTj TO L 408 +65 (4' RT) 1 23 D10 -5 L 408 +65 (4' LT) TO L 408 +65 (4' RT) 1 # 14 D10-6 L 4 48 +65 (4' RT) 1 4,9,13,26 D10-7 L408+65 (50' RT) 9 D10-8 L409+00 (501 LT) D10 -9 L410+91 (2' LT) TO L 410 +91 (2' RT) 1 1 14,26 D10-10 L 410 +91 (2' RT) 1 4,9,13,26 D10-11 L 411 +1 a (5a' RT) 9 D10-12 L412+16 (50' LT) D10 -13 L4-13+04 (50' RT) D10-14 L404+00 454' RTC 9 D10 -15 L404+20 (74' LT) D 1016 L 405 +24 (50' LT) D10 --17 L 405 +00 (55' RT) 9 D10 -18 L 407 +00 (50' RT) L_ Kfuu+u 0.2 8,26 D10 20 L 408 +23 (50' LT) a.2 8,26 D 10 -23 N3 15 +21.76 (5.83' RT) 1 11 D10 -25 N2 26 +39.9 (4.90' LT) 1 1 1,9114 SHEET TOTAL -1-t 08 a11cu DT K. EZEOKEKE RM 13 S. LARSON �KED By R. SUAFOA .ENG J, JOHNSON 3N A15 • R.Q. ANDERSON 7 DATE DATE REVISION REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. BY "/75; ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washin on State De rtment of Transportation GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B--7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. F p �,.. rr x�{� _ ,, ci Eii�'' ti.", C� 4� ry�¢x�` G �j �) P 3 L A. 5A, pp ONLY SR 405 S N -53 TUKWILA TO FACTORIA SC8DI STAGE I SHEET 147 OF STRUCTURE NOTES 985 SHEETS STRUCTURE NOTES o0 �j3J �j3� 3�8 � 3E�Il `7'il Y z NOTE: z z z Q Q Q o THE FIRST NUMBER OF THE co co oc z z o w J "CODE DESIGNATION" BELOW �- - ° coo cv Z 0 Z X Lu REFERS TO THE SHEET NO. OR C) � � ° �- ~ �- --� ¢ `- cv c� c.� cti w �-- Z cn � m � �." � cn THE SHEET REFERENCE NO. a a o a u- � W w= °� w� Lu cm Z U C� SHOWING THE DRAINAGE FEATURE. - - • 0 w w w = v a Q o z r� z THE SECOND NUMBER REFERS TO J U U Q Z J W emu, CO CO o o ¢ ° c 0)0 w 0p au THE DRAINAGE FEATURE a w n. w a w w w ❑ _ ❑ n- a cc W FOUND ON THAT SHEET. ❑ o o� ❑� 01 0r, ( � wv .4 w � �c _ _ _ = F-- = w = w D D Z� 2 M Z Z© w z� Z� z� z w Za, Zo.. ZCC 0< ¢ Qd Qd QQ-j <>- Q�,. c� 0 Doc 0 0 w CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. 8,26 D9-9 L 386 +00 (50' LT) 1 D9-1 D N3 9 +70 (5.83' RT) TO 9 +70 (3' LT) 9,11,14, 29,35 8,26 D9 -12 hI3 12 +69 46' RTj T4 49' LTj 9,11,14, 29,35 D9-13 N312 +69 (6' RT) TO N3 15 +21.76 (5.83' RT) 9111,14 D10 -1 L 404 +80 (3.7' LT) TO L 404+80 40.3' RTj 26 D10-2 L 404 +80 (0.3' RT) 1 4119, 11]3,26 D10-4 L 406+47 (2.4' RT) TO L 408 +65 44' RT) 14 D10-5 L 408 +65 (4' LT) TO L 408 +65 44► RT) 14 D10 -6 L 408 +65 (4' RT) 1 439,13,26 D10-7 L408+65 L 408 +65 450' RT3 1 9 D10 -8 L 409 +00 450' LT) 1 D10-9 L 410 +91 42' LTj TO L 410 +91 42' RTj 14,26 D10 -10 L 410 +91 42' RTj 1 499,13,26 D10 -11 L 411+10 450' RT) 1 9 D10 --12 L412+16 (60' LT) 1 D10-13 1-413+04 450' RTj 1 D10 -14 L404+00 (54' RT) 1 9 D10-15 L 404 +20 (74' LT) 1 D10-16 1-405+24 (50f LT) 1 D10 -17 L405+00 (55f RT) 1 9 D10 -18 L 407 +00 450' RT) 1 _D10 -20 f L 408 +23 (50' LT) Mon 1-1 -4 1 Anr1_ 4n nn ICC t1 1 8,26 8,26 GENERAL NOTES: FOR "AS 4� i t• TUKWILA TO FACTORIA 5N -54 SCED - STAGEI SHEET 144 o STRUCTURE NOTES 4985 SHEETS Sri S'as�y /� 1 Dl 0-23 N 315 +21.76 45.83' RT) 7-0 71l - S •- 4(-!- fq EC 11 D10 -25 N2 26 +39.9 (4.90' LT) 1 1,9114 S H E ET TOTAL - -12-- -4— I I REGION rlo. TE FE �. �ROJ. N�3. ENVIRONMENTAL & ENGINEERING � D WASH SERVICE CENTER Washin on State DESIGNED BY K. E�EOKEKE ENTER BY S. LARSON 7117195 � Qe artment of Trans ortation CHECKED By R. SUAFOA JOB NUMBER P-ROJ—.ENGR. J. JOHNSON :34WO97 • R.Q. ANDERSON CONTRACT NO DATE DATE REVISION BY GENERAL NOTES: FOR "AS 4� i t• TUKWILA TO FACTORIA 5N -54 SCED - STAGEI SHEET 144 o STRUCTURE NOTES 4985 SHEETS Sri S'as�y /� NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION �I X 0 W EACH l D10 -26 N2 26+43 (26' RT) D1 0-27 f 2 D10 -28 L 403 +88 (93' RT) D1 0-29 N2 27 +85 (2' RT) TO N2 32 +14 (2' RT) D10 -30 N3 19 +43.70 (16' RT) ICa - Of U D11 -1 L 415 +58 (43' RT) TO E' 46+69 (26' RT) Dl 1 -2 E' 15 ' I -4- 0 D11-3 E' 17 +65 (32' RT) TO E' 19 +10 (22.1' RT) Z Z z .J CJ D11-4 L 420 +65 (80.7' RT) TO L 422 +70 (78' RT) 0 2 D11 -5 ' L . Z 0 D11 -7 L 427 +35 (50.7' RT) TO L 427 +36 (70.2' RT) D11-8 L 427 +36 (70.2' RT) TO L 430 +36 (6i4.2' RT) D11-9 E' 15+40 (5' RT) D11 -10 L415+58 (50' LT) D11-11 E' 17 +65 (1' RT) D11 -12 L 418 +00 (66' LT) D11 --13 L 419 +50 (56' LT) Dl 1-14 L 420 +60 (62' RT) D11 -15 L 421+00 (50' LT) D11 -16 L 423 +61 (48.61 LT) Dl 1-17 L 427 +36 (50' LT) D11-18 E' 19 +10 (22.1' RT) TO L 420 +65 (80.7' RT) D11 -19 L 422 +70 (78' RT) TO 423 +65 (74.7' RT) D11 -22 L 415+46 (90' LT) Dl 1-23 L 426 +65 (71.1' RT) TO L 427 +36 (70.2' RT) D 11 -24 N 1 11 +16 (8.8' LT) D 11 -25 N 1 11 +16 (8.8' LT) TO N 1 12 +88 (4.5' LT) Dl 1-26 N 1 12 +88 (4.5' LT) TO L 423 +61 (48.6' LT) SHEET TOTAL 7/17, PntU OT R. SUAFOA • ENGR. J. JOHNSON �NA • Q. ANDERSON TE . 1 -#- 0 � I co ca C] a W cc EACH 1 1 1 1 f w w 0 C] 0 W CC EACH e) F' [4 ui 0 a EACH -.-- REGION NO. STAIE 10 WASH JOB NU 10EER 94WQ-97 NT RACT NO. REVISION BY &7 -5-4 pf I 0 a 0 U 12 w i� Q M w C.Y. STRUCTURE NOTES * �/f L :)BQJ. NO, ENVIRONMENTAL &ENGINEERING SERVICE CENTER .=► Washington State V! Department of Transportation GENERAL NOTES: `GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 0 z ** SEE SPECIAL PROVISIONS. J z 1. - EXTEND AND CONNECT EXISTING PIPE C9 TO NEW CATCH BASIN OR MANHOLE. coW W 2. •- SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR 4'11'13'14 BUILDING BIOFILTRATION SWALE BANKS. SEE 11 14 ROADWAY PROFILES FOR ADDITIONAL 11916917 QUANTITIES. 37 4. - CONNECT EXISTING STORM SEWER PIPE 11,14,35 TO NEW CATCH BASIN. 9; 13114 5. - SEE CAST -IN -PLACE CONCRETE BARRIER 9,14 TYPE 4B DETAIL ON SHEET BD-4. 14 6. - INSTALL STANDARD FRAME & GRATE FOR 14 CATCH BASIN. 14 1,8,9,14,25 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 1,8,9,14,26 14 8. -- PLUG ABANDONED PIPE. SEE PAVING 8,26 QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9 9. - ITEM IS FOR INFORMATION ONLY. FOR 8126 EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 8,26 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 9 11. - SEE ILLUMINATION AND POWER 9 DISTRIBUTION PLAN SHEETS FOR INFOR- 14 MATION REGARDING UTILITIES IN THIS AREA. 14 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 14 4,9,13 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 11,14,17,, ti A r rz c, � 22,23 P L SR 405 TUKWILA TO FACTORIA Shi -55 SCSDI -- STAGE I SSEET 149 OF STRUCTURE NOTES 985 SHEETS sir �bsyv� 7 x x w U 0 Z Z z .J CJ � CC 0 2 W 0 Z 0 T_ a 0 a 0 Q i z Lu U ]t W L J ]� W � Z J Z C] J Z m w J Z .J w ,. z F-- �-- = F- ©= U= a= U C3 C0 ¢ ti C.Y. C.Y. I G.Y. EACH EACH EACH L.F. C.Y. �/f L :)BQJ. NO, ENVIRONMENTAL &ENGINEERING SERVICE CENTER .=► Washington State V! Department of Transportation GENERAL NOTES: `GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 0 z ** SEE SPECIAL PROVISIONS. J z 1. - EXTEND AND CONNECT EXISTING PIPE C9 TO NEW CATCH BASIN OR MANHOLE. coW W 2. •- SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR 4'11'13'14 BUILDING BIOFILTRATION SWALE BANKS. SEE 11 14 ROADWAY PROFILES FOR ADDITIONAL 11916917 QUANTITIES. 37 4. - CONNECT EXISTING STORM SEWER PIPE 11,14,35 TO NEW CATCH BASIN. 9; 13114 5. - SEE CAST -IN -PLACE CONCRETE BARRIER 9,14 TYPE 4B DETAIL ON SHEET BD-4. 14 6. - INSTALL STANDARD FRAME & GRATE FOR 14 CATCH BASIN. 14 1,8,9,14,25 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 1,8,9,14,26 14 8. -- PLUG ABANDONED PIPE. SEE PAVING 8,26 QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9 9. - ITEM IS FOR INFORMATION ONLY. FOR 8126 EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 8,26 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 9 11. - SEE ILLUMINATION AND POWER 9 DISTRIBUTION PLAN SHEETS FOR INFOR- 14 MATION REGARDING UTILITIES IN THIS AREA. 14 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 14 4,9,13 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 11,14,17,, ti A r rz c, � 22,23 P L SR 405 TUKWILA TO FACTORIA Shi -55 SCSDI -- STAGE I SSEET 149 OF STRUCTURE NOTES 985 SHEETS sir �bsyv� 7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. NN D10 -26 N2 26+43 (26' RT) '7 s [r�D 10-27 D 10 -28 L 4 03 +88 493' RT} D10 -29 N2 27 +85 (2' RT) TO N2 32 +14 (2' RT) D10 -30 N3 19 +43.70 (16' RT) D11- -1 L 415 +58 (43' RT) TO E' (26' RT) Dl 1-2 + Dl 1-3 E' 17 +65 (32' RT) TO E' 19 +10 (22.1' RT) D11-4 L 420 +65 (80.7' RT) TO L 422 +70 (78' RT) Dl 1 -5 -T.8 ' D11-7 L 427 +35 (50.7' RT) TO L 427 +36 (70.2' RT) D11 -8 L 427 +36 470.2' RTj TO L 430 +36 464.2' RT3 Dl 1-9 E' 15+40 (5' RT) D 11 -10 L 415 +58 (50' LT) Dl 1-11 E' 17 +65 (1' RT) D11 -12 L 418 +00 (66 LT) D11 -13 L 419 +50 (56' LT) D11 -14 L 420 +60 462' RT) Dl 1-15 L 421+00 (50' LT) D11 -16 L 423 +51 (48.6' LT) Dl 1-17 L 427 +36 (50' LT) D11 -18 E' 19 +10 422.1' RT) TO L 420 +65 (80.7' RT) D11 --19 L 422 +70 (78' RT) TO 423 +65 474.7' RT) D 11 -22 L 415+46 (90' LT) D11 -23 L 426 +65 (71.1' RT) TO L 427 +36 (70.2' RT) D11 -24 N1 11 +16(8.8' LT) Dl 1-25 N 1 11 +16 (8.8' LT) TO N 1 12 +88 (4.5' LT) Dl 1-26 N 1 12 +88 (4.5' LT) TO L 423 +61 (48.6' LT) S HE ET TOTAL 31vcu D T K. EZEOKEKE RED BY S. LARSON ' R. SUAFOA . J. JOHNSON 3N j� O. ANDERSON DATE DATE 0 5_7 °°- w � U w C] U w Z [n SEWER PIPE ARE: C.Y. C.Y. be �cy ;I' l la + �1 d't '� -72�s'7' 041 REVISIO A J a cy TON 0 w a CC w Z n L.F. 430 { PT, 41 i rT - +17 a z w a d d L.F. STRUCTURE NOTES z Cti w F- �z m Z F-- ¢ p U LL EACH v z ni w a. w � J zv m Z _ ¢ Q a C.] [ - EACH ca � ac �a U-1 w a co 0 cz O m = ray Q w U OC EACH w 7�- F-- co m U Q CJ EACH 1 Q z ov w Z m U Q U Mmil 1 v 0 i 0 0 1 0 0 1 S51 z cv fl— w CL Z Q m U Q U EACH 8,26 9 — — 9 160 14 100 14 :E 190 182 90 =0 ]�Id9 4- 5 _5E E FIAJ ----3 -91 �- REGION NO- STATE D ID OJ. NO. ENVIRONMENTAL & ENGINEERING o WASH SERVICE CENTER AL. Washington State pe Pa rtment of Tra n ortation JOB NUMBER 94WO97 BY e)TRAC NO T � 4 14 4,9,13 14 11 ,14,17 22,23 FO K AS MR.a V Le4 d''a ;J N LY SR 405 TUKWILA TO FACTORIA SN -56 SC801 —STAGE 150 OF STRUCTURE NOTES 985 SREETS Y s� 4j, 7 0 5_7 GENERAL NOTES: w a 14 - ACCEPTABLE ALTERNATES FOR STORM o w SEWER PIPE ARE: CL � cr w w co NIZED STEEL STORM SEWER PIP cWn o w -TR. 5, 0.0 TH ICK. o ; ? --TR. 2 WITH WELD SKETED w LONG ITU DI NA S'0.06 ICK, a z D IAM 3 INCHES LARGER THAN z z a ECIFIED. w � ? w a cn ALUMINIZED STEEL STORM SEWER PIPE: L.F. L.F - TR. 5, 0.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. INUM STORM SEWER PIPE: TR. 5, 0. .TH ICK. - -PLAIN WITH GAS ONGITUDINAL SEAMS 0 . THICK, D1A R 3 INCHES ER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 30 30 4,11,13114 40 35 11914 10 11,16,17 37 10 10 11,14,35 60 9,13,14 210 9,14 150 14 - PLAIN ALUMINUM OR PLAIN NARROW PITCH 210 14 ALUMINUM, 0.060 IN. THICK. 310 14 - PLAIN ALUMINIZED STEEL OR PLAIN 20 1,8,9,14,26 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. 20 198,9,14,26 ALVANIZED STEEL OR TR. 2 111414144W 310 14 PITCH GALVA N1 64 IN. THICK. 8,26 LE 8 -9.9 OF HYDRAULICS MA THERMOPLASTIC STORM SEWER PIPE 9 8'26 CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. 8,26 9 — — 9 160 14 100 14 :E 190 182 90 =0 ]�Id9 4- 5 _5E E FIAJ ----3 -91 �- REGION NO- STATE D ID OJ. NO. ENVIRONMENTAL & ENGINEERING o WASH SERVICE CENTER AL. Washington State pe Pa rtment of Tra n ortation JOB NUMBER 94WO97 BY e)TRAC NO T � 4 14 4,9,13 14 11 ,14,17 22,23 FO K AS MR.a V Le4 d''a ;J N LY SR 405 TUKWILA TO FACTORIA SN -56 SC801 —STAGE 150 OF STRUCTURE NOTES 985 SREETS Y s� 4j, 7 0 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D10 -26 N2 26+43 (26' RT) D10 -27 D10-28 L 4 03 +88 (93' RT) D10 -29 N2 27 +85 (2' RT) TO N2 32 +14 (2' RT) D 10 -30 N 3 19 +43.70 (16 RT) . 4- C-1 D11 -1 L 415 +58 (43' RT) TO E` X 26' RT) D11 -2 D 11 -3 E' 17 +65 (32' RT) TO E' 19 +10 (22.1' RT) Dl 1-4 L 420 +65 (80.7' RT) TO L 422 +70 (78' RT) D11 -5 t 4-26+66-(74-.4141T) D11 -7 L 427 +35 (50.7' RT) TO L 427 +36 (70.2' RT) DI 1-8 L 427 +36 €70.2' RT) TO L 430 +36 (64.2' RT) Dl 1-9 E' 15+40 (5' RT) w CL W w V] ft 0 co 00 z� av CL r L.F. .• 210 308 14 Eli is D11 -10 L 415 +58 (50' LT) D11-11 E' 17 +65 (1' RT) Dl 1-12 L 418 +00 (66' LT) D 11 -13 L 419 +50 (56' LT) Dl 1-14 L 420 +60 (62' RT) D 11 -15 L 421+00 (50' LT) Dl 1-16 L 423 +61 (48.6' LT) D11 -17 L 427 +36 (50' LT) D11 -18 E' 19 +10 (22.1' RT) TO L 420 +65 (80.7' RT) 158 D11 -19 L 422 +70 (78' RT) TO 423 +65 (74.7' RT) 95 Dl 1-22 L 415+46 (90' LT) D11 -23 L 426 +65 (71.1' RT) TO L 427 +36 (70.2' RT) 71 Dl 1-24 N 1 11 +16 (8.8' LT) Dl 1-25 N 1 11 +16 (8.8' LT) TO N 1 12 +88 (4.5' LT) D11 -26 N 1 12 +88 (4.5' LT) TO L 423 +61 (48.6 LT) SHEET TOTAL �a .11NcU DT K. EZEOKEKE RED BY S. LARSON RED R. SUAFOA ENGR. J. JOHNSON DN • R.Q. ANDERSON 7117 DATE DATE r a cr a. w w 0 w 0 0 z_z a. cv L.F. ' 1 Lo k L�2 �- w Luu co cc 0 co C5 om u: w z ac w m w J �- U o.. L.F. 7 V - REVISION -' 6(I . - t-1-z c t �I STRUCTURE NOTES 1 � ��� I 661 701 7! 1 w 0 cc 0 LL E- a c� z °c 0 (nQ �_ a w 0 v3 W."WIZ1 a z a a J 0) L.F. z to J W _ F-- co ~ U ? °z ° = co o Z ;2� cc u- cq L.F. cn t] J W cn ~ 9 ° Q cn o zz u- co L.F. �7) -T;q S C=-la E 44 z REGION NO E FED ID. P OJ. NO ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NU MB E R 94WO97 CONTRACT NO. BY `` 5-6 7 1 r� Y J to z wo a � D � EACH 71 n w y- J m z dQ w ac o a. D M EACH ';4 1 J m z M< iL cc ° a. ° EACH 7' 1 r�1 w �C J ca z F�- w :� cx: d_ z ° z 0 ° r[= _T9]t Washington State Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET 14 FOR ADDITIONAL QUANTITIES. cn 16. - THE ONLY ACCEPTABLE ALTERNATES w FOR ALUMINIZED STEEL STORM SEWER PIPE w ARE: w 8126 w -PLAIN WITH GASKETED OR WELDED AND w REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN (D SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE w co 4,11113914 11'14 11,16,17 cc a: cc z z z 0 < 0 Q ° 0 z° z° zz wz w2 wC) ac ? cc co = Y w ? w w _j cl. J a. J R 0 CL a. t] E: L.F. L.F. L.F. . - t-1-z c t �I STRUCTURE NOTES 1 � ��� I 661 701 7! 1 w 0 cc 0 LL E- a c� z °c 0 (nQ �_ a w 0 v3 W."WIZ1 a z a a J 0) L.F. z to J W _ F-- co ~ U ? °z ° = co o Z ;2� cc u- cq L.F. cn t] J W cn ~ 9 ° Q cn o zz u- co L.F. �7) -T;q S C=-la E 44 z REGION NO E FED ID. P OJ. NO ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NU MB E R 94WO97 CONTRACT NO. BY `` 5-6 7 1 r� Y J to z wo a � D � EACH 71 n w y- J m z dQ w ac o a. D M EACH ';4 1 J m z M< iL cc ° a. ° EACH 7' 1 r�1 w �C J ca z F�- w :� cx: d_ z ° z 0 ° r[= _T9]t Washington State Department of Transportation GENERAL NOTES: 37 _ l SPECIAL PROVISIONS. SEE STANDARD PLAN 11,14,35 B -12. 9,13,14 9,14 14 ] 18. ---FOR 72, 96 AND 120 INCH DETENTION 15. SEE BIKE PATH STRUCTURE NOTE SHEET 14 FOR ADDITIONAL QUANTITIES. cn 16. - THE ONLY ACCEPTABLE ALTERNATES w o FOR ALUMINIZED STEEL STORM SEWER PIPE J ARE: 9 8126 cc -PLAIN WITH GASKETED OR WELDED AND ;z REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN co SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE 4,11113914 11'14 11,16,17 37 _ l SPECIAL PROVISIONS. SEE STANDARD PLAN 11,14,35 B -12. 9,13,14 9,14 14 ] 18. ---FOR 72, 96 AND 120 INCH DETENTION 0 14 14 4,9,13 14 11,14,17, 22,23 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. � � TPP qf%.TEI) FOR CU^Nvm�,uw, . Lei rl Y SR 405 -57 TUKWILA TO FACTCRIA SN SC8DI STAGE I SHEET 151 OF STRUCTURE NOTES 955 SHEETS TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. TX 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEINER PIPE: TR. 2 WITH SMOOTH INVERT. 3" X in CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 14 14 198,9,14,26 1,819,14,26 14 8,26 9 8126 8,26 0 14 14 4,9,13 14 11,14,17, 22,23 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. � � TPP qf%.TEI) FOR CU^Nvm�,uw, . Lei rl Y SR 405 -57 TUKWILA TO FACTCRIA SN SC8DI STAGE I SHEET 151 OF STRUCTURE NOTES 955 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. owc D10 -26 N2 26+43 (26' RT) D 10-27 -Z-1-0-St-73T (/0s—,e7- D 10 -28 L 403+88 (93' RT) D10 -29 N2 27 +85 (2' RT) TO N2 32 +14 (2' RT) D 10-30 N3 19 +43.70 (16 RT) D11- -1 L 415 +58 (43` RT) TO E' X 26' RT) Dl 1-2 ' Dl 1-3 E' 17 +65 (32' RT) TO E' 19+10 (22.1' RT) D11-4 L 420 +65 (80.7' RT) TO L 422 +70 (78' RT) D11 -5 -61 L 427 +35 (50.71 RT) TO L 427 +36 (70.2' RT) D11- -8 L 427 +36 (70.2' RT) TO L 430 +36 (64.2' RT) D11 -9 E' 15+40 (5' RT) 611 -10 L 415 +58 (50' LT) DI 1-11 E' 17 +65 (1' RT) D11 -12 L 418 +00 (66' LT) D11 -13 L 419 +50 (56' LT) Dl 1-14 L 420+60 (62' RT) D11 -15 L 421+00 (50' LT) D11 -16 L 423 +61 (48.6' LT) D11 -17 L 427 +36 (50' LT) D11 -18 E' 19 +10 (22.1' RT) TO L 420 +65 (80.7' RT) D11 -19 L 422 +70 (78' RT) TO 423 +65 (74.7' RT) DI 1 -22 L 415+46 (90' LT) D11 -23 L 426+65 (71.1' RT) TO L 427 +36 (70.2' RT) D11 -24 N1 11 +16 (8.8' LT) D 11 -25 N 1 11 +16 (8.8' LT) TO N 1 12 +88 (4.5' LT) D 11 -26 N 1 12 +88 (4.5' LT) TO L 423 +61 (48.6' LT) SHEET TOTA rtcLj a T S. LARSON KED By R. SUAFOA • J. JOHNSON • R.Q. ANDERSON 7, u� J to z d w ©c z° 3: z Oco EACH ( B t qz " +u. DATE DATE F '31I w J m z Q cn ° z Z 0 ° © 1 EACH 7' 0 REVISION zUA- LrG5 '72 T fP- M REGION NO. STAIE 10 WASH 94WO97 CONTRACT NO. STRUCTURE NOTES- go S 1 67 66 0 2 I�6 3 017 509 GENERAL NOTES: w 0- w w w cc z LL' CO Q "' _Q co Q z w 21. SEE BIKE PATH QUANTITY TABULATION w arc °- c ° � � z o FOR ADDITIONAL ASPHALT CONCRETE Cn C � ° � m Q w cn GUTTER QUANTITIES. CC W= w= w= p Q� a� 0 ui CO < �-- E-- W w = z 22. PLAIN WITH GASKETED OR WELDED = z ©z v a z v a z o AND REMETALIZED LONGINTUDINAL W 0 N a N© -qr w e ° z � m z °° z SEAMS. _j © Z © Z ° 6 F=- U� �w �L gL � cn =� �w C`3 ° a- = a- = oL � _ = � w 23. ACCEPTABLE ALTERNATIVE; PLAIN © � < ci ¢ a ¢ a. ri w co 0 cn c� co ALUMINIZED STEEL OR PLAIN NARROW L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. PITCHED ALUMINIZED STEEL 0.079 IN. THICK, 20 100 491 1,13,14 30 120 11'14 24. AT THE CONTRACTOR'S OPTION, AND 7 10 50 11116,1 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 40 37 SUBSTITUTED FOR THE 24 INCH 10 11 p14935 DIAMETER CASINGS. 3 60 440 9913,14 25. SEE SPECIAL PROVISION "STEEL 1 400 2820 9,14 CASING PIPE INSTALLATION ". 200 1430 14 26. SEE SPECIAL PROVISION "REMOVAL OF 250 1830 14 STRUCTURES AND OBSTRUCTIONS ", 490 3420 14 1 20 160 1,8,9,14,26 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 2 20 110 1,819,14,26 280 2000 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 2 9 29. BLOCKOUT REQUIRED IN WALL SEE 8,26 RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 8,26 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 3 9 2 9 210 1520 14 90 550 14 110 810 14 1 10 50 419,13 90 250 FurtS�E 85 60 570 11,14917 22,23 M N � � ONLY -1 2400-- 4&260~ DAD QJ. NO. ENVIRONMENTAL. & ENGINEERING SR 405 SERVICE CENTER ��' Washington state T FACTCRIA FN51 TUKI�f 1L.A � . V� Department of Transpvrtation SCaDL .. STAGE STRUCTURE NOTES � w CL E w d Q ¢ w cf) ° © a n cc z co z c%z ° cn "Kt W Z C] c� cn t� cn � z cq w _ © _ o w n © 5 a. © 00 -j EACH EACH L.F. L.F. 0 REVISION zUA- LrG5 '72 T fP- M REGION NO. STAIE 10 WASH 94WO97 CONTRACT NO. STRUCTURE NOTES- go S 1 67 66 0 2 I�6 3 017 509 GENERAL NOTES: w 0- w w w cc z LL' CO Q "' _Q co Q z w 21. SEE BIKE PATH QUANTITY TABULATION w arc °- c ° � � z o FOR ADDITIONAL ASPHALT CONCRETE Cn C � ° � m Q w cn GUTTER QUANTITIES. CC W= w= w= p Q� a� 0 ui CO < �-- E-- W w = z 22. PLAIN WITH GASKETED OR WELDED = z ©z v a z v a z o AND REMETALIZED LONGINTUDINAL W 0 N a N© -qr w e ° z � m z °° z SEAMS. _j © Z © Z ° 6 F=- U� �w �L gL � cn =� �w C`3 ° a- = a- = oL � _ = � w 23. ACCEPTABLE ALTERNATIVE; PLAIN © � < ci ¢ a ¢ a. ri w co 0 cn c� co ALUMINIZED STEEL OR PLAIN NARROW L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. PITCHED ALUMINIZED STEEL 0.079 IN. THICK, 20 100 491 1,13,14 30 120 11'14 24. AT THE CONTRACTOR'S OPTION, AND 7 10 50 11116,1 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 40 37 SUBSTITUTED FOR THE 24 INCH 10 11 p14935 DIAMETER CASINGS. 3 60 440 9913,14 25. SEE SPECIAL PROVISION "STEEL 1 400 2820 9,14 CASING PIPE INSTALLATION ". 200 1430 14 26. SEE SPECIAL PROVISION "REMOVAL OF 250 1830 14 STRUCTURES AND OBSTRUCTIONS ", 490 3420 14 1 20 160 1,8,9,14,26 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 2 20 110 1,819,14,26 280 2000 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 2 9 29. BLOCKOUT REQUIRED IN WALL SEE 8,26 RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 8,26 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 3 9 2 9 210 1520 14 90 550 14 110 810 14 1 10 50 419,13 90 250 FurtS�E 85 60 570 11,14917 22,23 M N � � ONLY -1 2400-- 4&260~ DAD QJ. NO. ENVIRONMENTAL. & ENGINEERING SR 405 SERVICE CENTER ��' Washington state T FACTCRIA FN51 TUKI�f 1L.A � . V� Department of Transpvrtation SCaDL .. STAGE STRUCTURE NOTES � I 011 STRUCTURE NOTES*- 3f4 C) 0 ca v C.Y. 0.2 0.2 0.2 0.2 0.2 z INSTALL GRATE INLET AT LOWEST w ELEVATION EAST OF WALL #3. 3-31 NOTE: ¢ 0 z 34. Q Q THE FIRST NUMBER OF THE zz 35. z D a SEE STANDARD PLAN B -7A. "CODE DESIGNATION" BELOW a W Q o Q ac J z REFERS TO THE SHEET NO. OR WILL NOT BE ALLOWED. 4111,13,14 a co CC) co THE SHEET REFERENCE NO. a u- o w u- 37 SHOWING THE DRAINAGE FEATURE. W -� J 0 O w o CV THE SECOND NUMBER REFERS TO U w °w w THE DRAINAGE FEATURE J m m m O m FOUND ON THAT SHEET. w w w Q J p co J p w o > > d Q Ca > m U w Z a ¢ 7- Z ¢ 0 m C3 ccnn [�] CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. EACH D 10 -26 N2 25+43 (26' RT) 3 D 10 -27 3 D10 -28 L 403 +88 (93' RT}��� -2� i G �.��•�� �e ;�.r�, 1 1 D10 -29 N2 27 +85 (2' RT) TO N2 32 +14 (2' RT) 32 D10-30 N3 19 +43.70 (1 fi' RT) 1 D11-1 L 415 +58 (43' RT) TO E' ix -(2611T) 8 Dl 1-2 1 30 ' t - . ` � 1 J 4--- L5- 7 2 D11-3 E' 17 +65 (32' RT) TO E' 19 +10 (22.1' RT) 1 20 D 11-4 L 420 +65 (80.7' RT) TO L 422 +70 (78' RT) 1 30 2 . Dl 1-7 L 427 +35 450.7' RT; TO L 427 +36 (70.2' RT) 2 Dl 1-8 L 427 +36 (70.2' RT) TO L 430 +36 454.2' RT) 1 44 Dl 1-9 E' 15+40 (5' RT) DI 1-10 L 415 +58 (50' LT) Dl 1-11 E' 17 +65 (1' RT) D11 -12 L 418 +00 (66' LT) DI 1-13 L 419 +50 (56' LT) Di 1 -14 L 420 +60 (62' RT) D11-15 L 421+00 (50' LT) D11 -16 L 423 +61 (48.6' LT) D11 -17 1-427+36 (50' LT) D 11 -18 E' 19 +10 (22.1' RT) TO L 420 +65 (80.7' RT) 1 20 D 11 -19 L 422 +70 (78' RT) TO 423 +65 (74.7' RT) 1 10 D11 -22 L 415+46 (90' LT) D11 -23 L 425 +65 (71.1' RT) TO L 427 +36 (70.2' RT) 1 10 D 11 -24 NI 11 +16 (8.8' LT) 1 D11 -25 N 1 11 +16 (8.8' LT) TO N1 12 +88 (4.5' LT) 15 Dl 1-26 N 1 12 +88 (4.5' LT) TO L 423 +61 (48.6' LT) 6 7 E 14 SHEET TOTAL -1-2- -244- -32- REGION NO. STATE 10 WASH DESIGNED 137 K. EZEOKEKE ENTEREUBY S. LARSON 7117/95 CRECKED E37 R. SUAFOA JOB NUMBER 94WC97 PROJ. ENGR. J. JOHNSON REGIO - R.Q. ANDERSON 00 NT FACT NO. L A DATE DATE REVISION BY L I 011 STRUCTURE NOTES*- 3f4 C) 0 ca v C.Y. 0.2 0.2 0.2 0.2 0.2 1 1 GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST w ELEVATION EAST OF WALL #3. 3-31 0 z 34. Q Q z 35. BEVELED END SECTION REQUIRED. a a SEE STANDARD PLAN B -7A. w w `" 36. z z WILL NOT BE ALLOWED. 4111,13,14 37. co CC) co DETAIL SHEET BD-3. 11,16,17 37 11,14,35 W 9,13,14 N N CV 0 w w w F-- 14 1,8,9,14,26 W z U 14 J ❑ ,- J p co J p w o © = Z W ¢ Z a ¢ 7- Z ¢ EACH EACH EACH EACH i EACH EACH 1 1 GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 8,26 0 0 14 14 4,9,13 Ao FOR Y' 14 P PT 4 7 N LY At., 1 11,14,17, � F- 1 E-C�-D (IQ 22,23 o• ENVIRONMENTAL & ENGINEERING SR 405 FN SERVICE CENTER Washington State � TU WILA TO I�ACTORIA rDe rtment of Trans ortation i � p .. T SC��3I STAGE I STRUCTURE NOTES 33. INSTALL GRATE INLET AT LOWEST w ELEVATION EAST OF WALL #3. 0 z 34. SEE DETAIL DD-5. J z 35. BEVELED END SECTION REQUIRED. ui SEE STANDARD PLAN B -7A. w w `" 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 4111,13,14 37. SEE UNDERDRAIN DETAIL ON BARRIER 11,14 DETAIL SHEET BD-3. 11,16,17 37 11,14,35 9,13,14 9,14 14 14 14 1,8,9,14,26 1,819,14926 14 8,26 9 8,26 0 0 14 14 4,9,13 Ao FOR Y' 14 P PT 4 7 N LY At., 1 11,14,17, � F- 1 E-C�-D (IQ 22,23 o• ENVIRONMENTAL & ENGINEERING SR 405 FN SERVICE CENTER Washington State � TU WILA TO I�ACTORIA rDe rtment of Trans ortation i � p .. T SC��3I STAGE I STRUCTURE NOTES STRUCTURE NOTES e �3q 33 , Lu 31f 35j GENERAL NOTES: ' z_ < Q o NOTE: z z THE FIRST NUMBER OF THE o co cv ° ° © w w CODE DESIGNATION" BELOW -� �- ;-- ~ ° a, N z o Z c c3 — REFERS TO THE SHEET NO. OR C) � C3 CD uj t'- co --� < rW- m 0 THE SHEET REFERENCE NO. 0 N 0 N sn x w= � w w Q a D � N c4v z ¢ w c3 {3 O H- SHO111iING THE DRAINAGE FEATURE. - - - ac ac w = ©� a Z n z THE SECOND NUMBER REFERS TO N ,- q r, CQ > > Q z w =' U o � THE DRAINAGE FEATURE w a w a w o w CL w w � cr CO o a. _� z FOUND ON THAT SHEET. o Q o o� v 0 cn - -�' LU � w `� °� cc w � w Z� �� Z z© w z z� z� z w za, ZCL zcc UQ CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. Dl 0-26 N2 26+43 (26! RT) 1 4,11,13914 D 10-•27 ' PF-9 o 3 t 7� ��s ' .j7 11,14 D10-28 L 403 +88 (93' RT) ��� 1-2: i��� ',� ' _ # 11,16,17 D10 -29 N2 27 +85 (2' RT) TO N2 32 +14 (2' RT) 257 37 D10 -30 N3 19 +43.70 (16' RT) 1 11,14,35 C` Dl 1-1 L 415 +58 (43' RT) TO E'-�. (26 RT) 1 1 1 9,13,14 1 ► r�� 1 ` -� 9,14 D11 -2 Dl 1-3 E' 17 +65 (32' RT) TO E' 19 +10 (22.1' RT) 14 D11-4 L 420 +65 (80.7' RT) TO L 422 +70 (78' RT) 14 Dl 1-5 4= 42e+(� + L7 . 1 1 1,819,14,26 D 11 -7 L 427 +35 (50.7' RT) TO L 427 +36 (70.2' RT) 1 1 118,9,14,26 D11 -8 L 427 +36 (70.2' RT) TO L 430 +36 (64.2' RT) 14 D11 -9 E' 15+40 (5' RT) 8126 D 11 -10 L415+58 (50' LT) 1 9 D11-11 E' 17 +65 ( 1' RT) 8,26 D11-121-418+00 (66' LT) 1 Dl 1-13 L 419 +50 (56' LT) 1 D11 -14 L 420 +60 (62' RT) 8,26 D11 -15 L 421 +00 (50' LT) D11 -16 L 423+61 (48.61 LT) 1 9 D11 -17 L 427 +36 (50' LT) 1 9 D11 -18 E' 19 +10 (22.1' RT) TO L 420 +65 (80.T RT) 14 D11 -19 L 422 +70 (78' RT) TO 423 +65 (74.7' RT) 14 Dl 1 -22 L 415+46 (90' LTA 1 D11 -23 L 426+65 (71.1' RT) TO L 427 +36 (70.2' RT) 14 D11 --24 N1 11 +16 (8.8' LTA 1 49903 - %d CT E FUK � AS a D11 -25 N 1 11+16 (8.8 LT) TO N 1 12 +88 (4.5 LT) 14 Ku D 1 D11 -26 N 1 12 +88 (4.5' LT) TO L 423+61 (48.6' LTA 11 1417 /E-CE 22t23 y SHEET TOTAL 251- REGION 110. STATE ED AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING Adft SR 435 S N -60 K. EZEOKEKE 10 WASH SERVICE CENTER Washington State TUKWIL.A TO FACTORIA ENTERED 97 r,,� Department of Transportation S. CARSON 7117195 SC&DI v- STAGE CH ECKED By R. SUAFOA JOB NUMBER SHEET • J. JOHNSON 94WO97 � f, REGION A13M. R.Q. ANDERSON C0NTPACT NO. STRUCTURE NOTES 985 DATE DATE REVISION BY SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE I LOCATION D 11 -27 N 1 12 +88 (4.5' LT) TO 15 +33 (4.5' LT) Dl 1 -28 N 1 12 +88 (4.5' LT) TO N 1 15 +33 (4.5' LT) D11 -29 N 1 12 +33 (45 LT) TO N 1 15 +42 (11.16' LT) D11 -30 N1 22 +12.97 (2` LT) TO � D 4- z2/s --b C2 51 r- D12 -1 L 430 +36 (64.2` RT) TO L 432 +87 (60.1' RT) D12-2 L 432 +87 (60' RT) TO L 435 +86 (60' RT) D12 -3 L 432 +87 (48.74` RT) TO L 432 +87 (60.1' RT) D12-4 L 434 +00 (6' RT) TO L 437 +00 (6` RT) D12-5 L 435 +86 (60' RT) TO L 438 +86 (60' RT) D12 -6 L 437 +00 (6' RT) TO L 439 +64 (5.3` RT) Y�Zy_ - L-r) j 0 (-71,4 4,qX, " q L74,z D12 -7 L 440 +00 (71.4' LT) TO L 442 +34 (74.2' LT) D12-8 L 439 +24 (1.7' R T) TO L 439 +64 (1.3' R T) D12-9 L 439 +64 (5.3' RT) TO L 442 +00 (3' RT) o, 9 0 DI 2 -10 L 439 +1 RT} TO L 439 +64 {3. RT} D12 -11 L 434 +00 (2` RT) TO L 434 +00 (6' RT) D12 -12 L 437 +00 (63.6' LT) TO L 440 +00 (71.4 LT) D12 -13 L 437 +00 (2' RT) TO L 437 +00 (6' RT) D12 -14 L 439 +00 (50' LT) D'12-15 L 438 +86 (50' RT ). D9 2 -16 L 430 +38 (50' RT) D12 -17 L 432 +86 (50' LT) D12 -18 L 436 +00 (47' LT) Dl 2-19 L 440 +00 (754 LT) TO L 440 +00 (71.4 LT) D 12 -20 L 431 +40 (55' LT) TO L 442 +35 (77' LT) D 12 -21 L 435 +86 (50' RT) D12 -22 L 438 +86 (60' RT) TO L 441+46 (49' RT) D12 -23 L 438 +46 (60` RT) TO L 438 +86 (60' RT) D 12 -24 N 1 22 +12.97.(2' LT) TO L 432 +86 (50' LT) _ D 12 -25 NI 22 +12.97 (2' LT) TO Ill 26 +56 (2' LT) 1? -'a4;:, ` f ' T} SHEET TOTA DESIGNED BY K. EZEOKEKE ENTERED BY S. LARSON CHECKED BY R. SUAFOA PROD. ENGR. I JOHNSON REGION ADM. R.Q. ANDERSON 7117195 8/17195 Rev. Stations & Cat DATE DATE REVISION REGION NO. STATE 10 WASH JOB NUMBER 94W097 J. c . CONTRACT NO BY L/ �p �6 c STRUCTURE NOTES* 77 5 _Q H Q 0 I-_ w Q w G.Y. It J Z 0 U W = J C) H © = C.Y. 245 z 0 0 X J W Z J U = C.Y. J Z 0 W CJ J a- = C.Y. w J Z w w O 0 EACH 1 1 1 1 cv Of O w CL Z W EACH N4G E- Cv o /5 0K --� - L .. No. ENVIRONMENTAL &ENGINEERING SERVICE CENTER r w U- w � }W-- w CL Z J Z H z _j U) m w w W _i Z Z w J = UF- = CL W _~_! C7 Q 0 EACH L.F. C.Y. 0 z z z z 0 0 0 0 W W W W ©r_ w w EACH EACH EACH EACH 1 . 1 1 1 1 1 I� i r i U , 4 1 :'.r7-y, � I�{ � F L / rJ T �T --L I i 7-o I � Z_ 8/17195 Rev. Stations & Cat DATE DATE REVISION REGION NO. STATE 10 WASH JOB NUMBER 94W097 J. c . CONTRACT NO BY L/ �p �6 c STRUCTURE NOTES* 77 5 _Q H Q 0 I-_ w Q w G.Y. It J Z 0 U W = J C) H © = C.Y. 245 z 0 0 X J W Z J U = C.Y. J Z 0 W CJ J a- = C.Y. w J Z w w O 0 EACH 1 1 1 1 cv Of O w CL Z W EACH N4G E- Cv o /5 0K --� - L .. No. ENVIRONMENTAL &ENGINEERING SERVICE CENTER 1100 Washington State rDepartment of Transportation ,r GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 1-- o ** SEE SPECIAL PROVISIONS. J z 1. - EXTEND AND CONNECT EXISTING PIPE 0 TO NEW CATCH BASIN OR MANHOLE. W W U' 2. - SEE DRAINAGE DETAILS (DD1 TO 008 ). 9'14 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE 2 ROADWAY PROFILES FOR ADDITIONAL 419113 114 QUANTITIES. 37 4. - CONNECT EXISTING STORM SEWER PIPE 14 TO NEW CATCH BASIN. 9,14 1,2,13,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD -4. 14 14 6. - INSTALL STANDARD FRAME & GRATE FOR 14 CATCH BASIN. 14 7. - CONNECT 18 IN. DIAM, DUCTILE IRON PIPE 2 114 TO MANHOLE (SEE BRIDGE PLAN). 14 8. - PLUG ABANDONED PIPE. SEE PAVING 14 QUANTITY TAB FOR ADDITIONAL CONCRETE 14 CLASS 3000. 14 9. - ITEM IS FOR INFORMATION ONLY. FOR 14 EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION 8'26 DETAILS SHEET CD -2. 8 }26 10. - USE SOLID METAL COVER FOR CATCH 826 BASIN IN PLACE OF GRATE. 9 8 126 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- 6114 MATION REGARDING UTILITIES IN THIS AREA. 2 }21 8126 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND 14 DESIGN FLOW OF 125 GPM. 2 11 ,17,22 }23 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 2 �'A�. s ,� s =a y! 11117122,23 � �; u' LA 0 rid r LY SR 405 SN -6 TUKWILA TO FACTORIA SC &DI - STAGE 1 SHEET 155 OF STRUCTURE NOTES 986 SHEETS se yosjY� 7 g w U- °o � }W-- w CL H z LU L- Lu O U Z w J m h-- = CL W _~_! C7 Q u EACH L.F. C.Y. 1100 Washington State rDepartment of Transportation ,r GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w 1-- o ** SEE SPECIAL PROVISIONS. J z 1. - EXTEND AND CONNECT EXISTING PIPE 0 TO NEW CATCH BASIN OR MANHOLE. W W U' 2. - SEE DRAINAGE DETAILS (DD1 TO 008 ). 9'14 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE 2 ROADWAY PROFILES FOR ADDITIONAL 419113 114 QUANTITIES. 37 4. - CONNECT EXISTING STORM SEWER PIPE 14 TO NEW CATCH BASIN. 9,14 1,2,13,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD -4. 14 14 6. - INSTALL STANDARD FRAME & GRATE FOR 14 CATCH BASIN. 14 7. - CONNECT 18 IN. DIAM, DUCTILE IRON PIPE 2 114 TO MANHOLE (SEE BRIDGE PLAN). 14 8. - PLUG ABANDONED PIPE. SEE PAVING 14 QUANTITY TAB FOR ADDITIONAL CONCRETE 14 CLASS 3000. 14 9. - ITEM IS FOR INFORMATION ONLY. FOR 14 EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION 8'26 DETAILS SHEET CD -2. 8 }26 10. - USE SOLID METAL COVER FOR CATCH 826 BASIN IN PLACE OF GRATE. 9 8 126 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- 6114 MATION REGARDING UTILITIES IN THIS AREA. 2 }21 8126 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND 14 DESIGN FLOW OF 125 GPM. 2 11 ,17,22 }23 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 2 �'A�. s ,� s =a y! 11117122,23 � �; u' LA 0 rid r LY SR 405 SN -6 TUKWILA TO FACTORIA SC &DI - STAGE 1 SHEET 155 OF STRUCTURE NOTES 986 SHEETS se yosjY� 7 0 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHORING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CL CL cc W c� 0 Q CODE C.Y. D 11 -27 N 1 12+88 (4.5' LT) TO 15 +33 (4.5' LT) D 11-28 N 1 12 +88 (4.5' LT) TO N 1 15 +33 (4.5' LT) Dl 1-29 N 1 12 +33 (4.5' LT) TO N 1 15+42 (11.16' LT) D 11 -30 NI 22 +12.97 (2' LT) T 4' �r E' tz_+zz,54 D12-1 L 430 +36 (64.2' RT) TO L 432 +87 (60, f' RT) D12 -2 L 432 +87 (60' RT) TO L 435 +86 (60' RT) D12-3 L 432+87 (48.74' RT) TO L 432 +87 (60.1' RT) D12-4 L 434+00 (V' RT) TO L 437 +00 (6' RT) D12 -5 L 435 +86 (60' RT) TO L 438 +86 (60' RT) D12-6 L 437 +00 (6' RT) TO L 439+64 (5.3' RT) D12-7 L 440+00 (71.4' LT) TO L 442 +34 (74.2' LT) D12 -8 L 439 +24 (1.7' RT) TO L 439 +64 (1.3' RT) D12-9 L 439+64 (5.3' RT) TO LA42 +00 (3' RTC " 0, D12-101_439+64. RT) TO L 439 +64 (fs.,5- RT) D12-11 L 434+00 (2' RT) TO L 434 +00 (6' RT) D12-12 L 437 +00 (63.6' LT) TO L 440 +00 (71.4' LT) D12 -13 L 437 +00 (2' RT) TO L 437 +00 (C' RT) D12-14 L 439 +00 (50' LT) D12 -15 L 438+86 (50' RT) D 12-16 L 4 30 +38 (50' RT) ❑12 -17 L 432 +85 (50' LT) D12 -18 L 436 +00 (47' LT) D12-19 L 440 +00 (75.4' LT} TO L 440 +00 (71.4' LT) D 12 -20 L 431+40 (55' LT) TO L 442 +35 (77' LT) D12-21 L 435 +86 (50' RT) D 12--22 L 438 +86 (50' RT) TO L 441+46 (49' RT) Z - D12 -23 L 438+46 (60' RT) TO L 438 +86 (60' RT) D 12 -24 N 1 22 +12.97 (2' LT) TO L 432 +86 (50' LT) D12-25 N 1 22 +12.97 (2' LT) TO N 1 26 +56 (2' Ll) rj- S H E ET TOTAL aIVCV 13 T K. EZEOKEKE RED 13Y S. LARSON R. SUAFOA . J. JOHNSON • R.Q. ANDERSON DATE ]ATE w a v a C.Y. w5 1 cn cr cf TON r k'_0 SRI L.F. 630 11-b 1 ` 2* w .i L.F. 450 sec t7 F0 29®-, REGION W. STATE 10 WASH JOB NU HB E R 94WO97 CONTRACT NO. REVISION BY STRUCTURE NOTES—* w 04 w w �z [l¢'7 z _< a0 L] LL EACH ■ CV v - w o.. h- J z 2 419913,14 0 �I Q mz 14 z Q Q 0 U u- EACH 5, z', cc w w � n. � �Q z mQ z d w t] DC EACH pal a,To] 1 1 u I I I e I D I -5-31 sy a co N w CL z Q U EACH 1 1 1 1 ss z CV CL co M 0 Q U EACH I 5 _6 ! a a CC w co 0 z co Lu L.F. 254 10 ED 0 EM EM 10 270 100 N s7 w a w c a C zo L.F 250 10 0 ■ ■ 0 0 i n 0 ZT 70 -8_- --- 4-_4$- -t657- P OJ• NO- ENVIRONMENTAL & ENGINEERING SERVICE CENTER �► Washington State Department of Transportation cn z J w a w w co? v - a 9914 0 2 cn z J w a w w co? GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SERER PIPE ARE: GALV6NIZED STEEL STORM SEWER PIPE: TR. 5 0 . THICK. TR. 2 W ITH 1 EL C R ETED LONGITUDINAL , 0. . THICK, DIAMET NCHES LARGER TH CIFIED. ALUMINIZED STEEL STORM SEWER PIPE: -- TR. 59 0.064 IN. TH ICK. - PLAIN WITH GASKETED OR 111�ELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8-9.2 OF HYDRAULICS MANUAL. -AEUMINUM STORM SEWER PIPE: JR. 5, 0.0 H ICK. -PLAIN WITH CASK NGITUDINAL SEAMS . THICK, DIAM CHES GER THAN SPECIFIED. SPIRAL RIB STORM SEWER. PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.0601 . THICK. - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. - A O N ROW PITCH GALVA , IN. THICK. LE 8 -9.9 OF HYDRAULICS MANU THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. 9914 2 419913,14 37 14 9,14 1,2,13,14 14 14 14 1 4 1 4 14 14 14 14 14 8,26 8,26 8,26 9 8,26 6,14 2,21 8,26 1i 2 11,1 7,22,23 2 119 17,22,23 SR 405 SN-62 TUKWILA TQ FACTQRIA SCaDI - STAGE I SHEET o� STRUCTURE NOTES SHEETS S40 u Ik-1 r-u L7 T K. EZEOKEKE MTERED 137 S. LARSON 7/17, CHECKED By R. SUAFOA PROT ENGR. J. JOHNSON REGION • R.Q. ANDERSON DATE DATE 1 1-- M_ &I 1161 kN SQ L � f NOTE: CL CL cc � THE FIRST NUMBER OF THE a: CC a; Lu "CODE DESIGNATION" BELOW w w CC REFERS TO THE SHEET NO. OR ACCEPTABLE ALTERNATES FOR STORM ° lcn THE SHEET REFERENCE NO. ,°� CC z SHOWING THE DRAINAGE FEATURE. � o THE SECOND NUMBER REFERS TO �° �° a THE DRAINAGE FEATURE � z z 9 z w FOUND ON THAT SHEET. Q w �'-'_ w '�_ z Z z j W � 2 co c�.. ° a_ c 0 CL CODE L.F. L.F. L.F. D 11 -27 N 1 12 +88 (4.5' LT) TO 15 +33 (4.5' LT) a U _j D 11 -28 N 1 12 +88 (4.6' LT) TO N 1 15 +33 (4.5' LT) Q a U Q D 11 -29 N 1 12 +33 (4.5' LT) TO NI 15+42 (11.16' LT) G7 u: zz ° Dl 1-30 N 1 22 +12.97 {2' LT} TO 7 m m z o FOR ALUMINIZED STEEL STORM SEWER PIPE Dl 2-1 L 430+36 (64.2' RT) TO L 432 +87 460.1' RT) 257 w D12-2 L 432 +87 (60' RT) TO L 435 +86 (60' RT) 308 > w D12 -3 L 432 +87 (48.74' RT) TO L 432 +87 (60.1' RT) 11 z w D12-4 L 434+00 (6' RT) TO L 437 +00 (6' RT) 9= _j a. D12-5 L 435 +86 (60' RT) TO L 438 +86 450' RTC a- 310 c].. D12 -6 L 437+00 (6' RT) TO L 439 +64 45.3' RT) 5: 00- 6 ¢ 9 cc = Q D12-7 L 440 +00 (71.4' LT) TO L 442 +34 (74.2' LT) 8126 PIPE DETENTION TANK ", DD -2. D12 -8 L 439 +24 (1.7' RT) TO L 439 +64 (1.3' RT) z -PLAIN WITH GASKETED OR WELDED AND D12-9 L 439 +64 (5.3' RT) TO L 442 +00 (3' RT) ° z °. z ° CONTROL FOR METAL PIPE DETENTION ° ° z z ° D12 -10 L 439+64 RT) TO L 439 +64 (�' RT) a w r o D12• -11 L 434+00 42' RT) TO L 434 +00 (6' RT) � z a_ �„ 0) a (D D 12 -12 L 437+00 (63.6' LT) TO L 440 +00 (71.4' LT) w w THICK, DIAMETER 3 INCHES LARGER THAN U <0 � � FOR,' r 3 u co U- N U- co D12 -13 L 437 +00 (2' RT) TO L 437 +00 (6' RT) =) r 0 N- cn D12-14 L 439+00 (50' LT) L.F. L.F. D1 2-1 5 L 4 38 +86 (50' RT) EACH EACH EACH EACH D12 --16 L 430 +38 (50' RT) AID. PROJ.NQ,---i ENVIRONMENTAL & ENGINEERING SR 405 D12 -17 L 432 +86 (50' LT) SERVICE CENTER 9,14 SPIRAL RIB STORM SEWER PIPE: D12 -18 L 436 +00 (47' LT) T! Department of Transportation t5C D I ,- STAGE I D12 -19 L 440 +00 (75.4' LT) TO L 440 +00 (71.4' LT) SHEET l D 12 -20 L 431+40 (55' LT) TO L 442 ±35 (77' LT) F D 12 -21 L 435 +86 (50' RT) STRUCTURE NOTES 905 D12 -22 L 438 +86 (60' RT) TO L 441+46 (49' RT) 264 SHEETS D12 -23 L 438+46 (60' RT) TO L 438 +86 (60' RT) D 12 -24 N 1 22 +12.97 (2' LT) TO L 432 +86 (50' LT) 4,9,13,14 D12-25 N 1 22 +12.97 (2' LT) TO N 1 26 +56 (2' LT) + ❑ 12 - 2 C] ' .SHEET TOTAL -576 -- jff -5-74- u Ik-1 r-u L7 T K. EZEOKEKE MTERED 137 S. LARSON 7/17, CHECKED By R. SUAFOA PROT ENGR. J. JOHNSON REGION • R.Q. ANDERSON DATE DATE 1 1-- M_ &I 1161 kN L.F. I L.F. I L.F. STRUCTURE NOTES*- �s 66 70 7I CC -73 cr 75 a; GENERAL NOTES: w w w 0 w ACCEPTABLE ALTERNATES FOR STORM cw ,°� co 15. SEE BIKE PATH STRUCTURE NOTE SHEET � 2,14 cc a ° Cl GALVANIZED STORM SEWER PIPE: FOR ADDITIONAL QUANTITIES. a Q w �'-'_ w '�_ 0 w � co ° cn z z co ; z a U _j a U Q a U Q u.: zz G7 u: zz ° LL Z m m m z o FOR ALUMINIZED STEEL STORM SEWER PIPE acv -TR. 2 WITH SMOOTH INVERT. 3" X 1" w -' ' 8126 > w Y z w z w .� 9= _j a. _a a- U c].. U 5: 00- L.F. I L.F. I L.F. STRUCTURE NOTES*- �s 66 70 7I 7 -73 71� 75 GENERAL NOTES: ac w Q 0 [u ACCEPTABLE ALTERNATES FOR STORM ,°� 14 15. SEE BIKE PATH STRUCTURE NOTE SHEET 40 2,14 a ° Cl GALVANIZED STORM SEWER PIPE: FOR ADDITIONAL QUANTITIES. a Q w �'-'_ w '�_ w � w � w � ° U- © co ; cn F`: _j _j _j "° to 16. - THE ONLY ACCEPTABLE ALTERNATES z Z � ? m m m z o FOR ALUMINIZED STEEL STORM SEWER PIPE a- -TR. 2 WITH SMOOTH INVERT. 3" X 1" -.) ' -' ' 8126 Y z Y z Y z z ARE: * z Q Q © v Q v d¢ 8,26 c w 6 ¢ 9 cc = Q = 8126 PIPE DETENTION TANK ", DD -2. ° �-- d z -PLAIN WITH GASKETED OR WELDED AND � Q ° z °. z ° CONTROL FOR METAL PIPE DETENTION ° ° z z ° TANK ", DD -2. REMETALIZED LONGITUDINAL SEAMS 0.109 IN. a w r o �� � z a_ �„ 0) a (D to a ° o w w THICK, DIAMETER 3 INCHES LARGER THAN U <0 � � FOR,' r 3 u co U- N U- co = f�- D m =) r 0 N- cn SPECIFIED. EACH L.F. L.F. L.F. EACH EACH EACH EACH REGION NO. STATE. D AID. PROJ.NQ,---i ENVIRONMENTAL & ENGINEERING SR 405 10 WASH SERVICE CENTER 9,14 SPIRAL RIB STORM SEWER PIPE: T! Department of Transportation t5C D I ,- STAGE I JOB NUMBER SHEET l 9 4WC97 -PLAIN ALUMINIZED STEEL OR PLAIN NARROW F RACT NO. ��5 STRUCTURE NOTES 905 BY V - -- PITCH ALUMINIZED STEEL 0.109 IN. THICK. SHEETS 4,9,13,14 37 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B--12. 9,14 1,2,13,14 0 14 18. —FOR 72, 96 AND 120 INCH DETENTION 14 TANKS: 14 ACCEPTABLE ALTERNATES FOR STORM 14 SEWER PIPE ARE: 40 2,14 14 GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. X X 1" 14 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK. 14 ALUMINIZED STEEL STORM SEWER PIPE: 14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 8126 CORRUGATIONS WITH WELDED OR 8,26 GASKETED LONGITUDINAL SEAMS, 0.064 IN. TH ICK. 8,26 9 19. SEE "BACKFILL DETAIL FOR CONCRETE 8126 PIPE DETENTION TANK ", DD -2. 6,14 20. SEE "BACKFILL DETAIL AND BOUYANCY 2121 CONTROL FOR METAL PIPE DETENTION 8126 TANK ", DD -2. Ll :,F ;- � Cc TO r 40 2 11117,22923 � � FOR,' r 3 u 9 u""INILY "' �•rtT 1 1, l7,22p23 J REGION NO. STATE. D AID. PROJ.NQ,---i ENVIRONMENTAL & ENGINEERING SR 405 10 WASH SERVICE CENTER Aw Washington State SN -53 TUKWILA TO FACTQRIA T! Department of Transportation t5C D I ,- STAGE I JOB NUMBER SHEET l 9 4WC97 F RACT NO. ��5 STRUCTURE NOTES 905 BY V - -- SHEETS 0 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D 11 -27 NI 12 +88 (4.5'L-0 TO 15+33 (4.5' LT) D 11 -28 N 1 12+88 (4.5' LT) TO NI 15 +33 (4.5' LT) Dl 1-29 N 1 12+33 (4.5' LT) TO N 1 15+42 ( 11.16' LT) D 11 -30 N 1 22 +12.97 (2' LT) TO D12 -1 L 430 +36 (64.2' RT) TO L 432 +87 (60.11 RT) D12-2 L 432+87 (60' RT) TO L 435 +86 (60' RT) D12 -3 L 432+87 (48.74' RT) TO L 432 +87 (60.1' RT) D12-4 L 434 +00 (6 RT) TO L 437+00 (6' RT) 1)12-5 L 435+86 (60' RT) TO L 438 +86 (60' RT) D12-6 L 437 +00 (6' RT) TO L 439 +64 (5.3' RT) D 12 -7 L 440+00 (71.4' LT) TO L 442 +34 (74.2' LT) D12-8 L 4 39 +24 (1.7' RT) TO L 4 39 +64 (1.3' RT) D12 -9 L 439 +64 (5.3' RT) TO L 442 +00 (3' RT) D12 -10 L 439+64 (`1Z,RT) TO L 439 +64 ( ' RT) 012-11 L 434 +00 (2' RT) TO L 434+00 (64 RT) D12 -12 L 437 +00 (63.6' LT) TO L 440 +00 (71.4' LT) D12 -13 L 437+00 (2' RT) TO L 437+00 (6' RT) D 12--14 L 439+00 (50' LT) D12-15 L 4 38 +86 (50' RT) D12 -16 L 434 +38 (50' RT) D 12 -17 L 432 +86 (50' LT) D12-18 L 436+00 (47' LT) D12 -19 L 440+00 (75.4' LT) TO L 440 +00 (71.4' LT) D12 -20 L 431+40 (55' LT) TO L 442 +35 (77' LT) D12-21 L 435+86 (50' RT) D 12 -22 L 438 +86 (60' RT) TO L 441 +46 (49' RT) D12 23 L 438+46 (60' RT) TO L 438 +86 (60' RT) D 12 -24 N 1 22 +12.97 (2' LT) TO L 432 +86 (50' LT) D 12 -25 N 1 22 +1 2.97 (2' LT) TO N 1 26 +56 (2' LT) D 12 -26 N 1 26 +56 (21 LT) TO L 437+00 (63.6' LT) _r%atM-jft-- A.1-c nn _ c r_ Inn I TM -r^ K I I mot+ - n Ir]t 1 -rl SHEET TOTAL at*4cu D T K. EZEOKEKE RED SY S. LARSON 7 XED By R. SUAFOA J. JOHNSON • R.Q. ANDERSON F- DATE STRUCTURE NOTES* ui CL a w w cc o a. a. w w ac °r C cn U-) w .d cn Q ° d Q dQ 0 cn 0z az �z ❑c d Q z z CL o o w _ w w [� _ H �-- ao cv co cn ¢ w �-- w - w Q W �-- w u �Nr zo zo co co iz w ._._ oc a ¢ < Q�z ,z w w.a- w tr W cv W w N v V v CD C3 z z m m ? U ° v ° = u; M u; = u; co a m © N Q 0 a o Ck V © ( ] Q M Q a Q a EACH EACH EACH ___l EACH L.F. I L.F. L.F. I I L.F. L.F. L.F. EACH 1 L M REGION NO S E 10 WASH JOB NUMBER 94WO97 aoNyTxAeT„W f TE REVISION BY . 97 63 M. PR0J, NO. ENVIRONMENTAL &ENGINEERING SERVICE CENTER 16e 7 w �e Z Z o M � J cc X = ul J Z ccz Q m _(n CD 0 cr w c~i] [J S.Y. C.Y. 150 1 10 230 2 300 10 770 390 140 250 10 130 2 10 10 180 10 20 50 GENERAL NOTES: Z 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE X w w GUTTER QUANTITIES. 0 22. PLAIN WITH GASKETED OR WELDED o AND REMETALIZED LONGINTUDINAL z m w SEAMS. ©c co t� 5 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW S.F. PITCHED ALUMINIZED STEEL 0.079 IN. 594 9114 THICK. 2 24. AT THE CONTRACTOR'S OPTION, AND 419113l 14 RISK, STEEL CASINGS OF A DIAMETER 37 NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH 1620 14 DIAMETER CASINGS. 2140 9,14 60 1,2113,14 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 1420 14 2390 14 26. SEE SPECIAL PROVISION "REMOVAL OF 1200 14 STRUCTURES AND OBSTRUCTIONS ". 2070 14 27. SEE SPECIAL PROVISION "CATCH BASIN 2114 TYPE 2 FOR TANK ". 1050 14 28. SEE SPECIAL PROVISION 60 14 "TANK BULKHEAD ". 60 14 29. BLOCKOUT REQUIRED IN WALL SEE 1960 14 RETAINING WALL PLANS. 80 14 30. SEE SPECIAL PROVISION "SHORING OR 8,26 EXTRA EXCAVATION CL. A - 8,26 DETENTION TANK ". 3126 31. SEE SPECIAL PROVISION 9 "SPECIAL BORROW INCL. HAUL ". 8,26 200 6,14 2,21 8,26 340 2060 14 2 80 800 11,17,22,23 30 2 FOR 'W"ll ^0uNST-"r'" '�`CTFP 30 30 11,17,22,23 ` .4 Y Washington State V,P Department of Transportation SR 405 SN -64 TUKWILA TO FACTQRlA SC$D! ,- STAGE I SHEET STRUCTURE NOTES `� HEE s I O 1 STRUCTURE NOTES�- GENERAL NOTES: 32. CONNECT To EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B 7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. mom FOR •5t CONS R``U'CTED PLAN 3"' 0 I'ILY SR 405 TUKWILA TO FACTORIA SN -65 SC8D1 -STAGE SHEET OF STRUCTURE NOTES 955 SHEETS t. �/? �/ c 9 5 -14 5,;/ � Z6, 5Z,9 NOTE: © o THE FIRST NUMBER OF THE z "CODE DESIGNATION" BELOW a ° = J °° REFERS To THE SHEET No. OR cr cr U >- THE SHEET REFERENCE NO. ° o z `r co SHOWING THE DRAINAGE FEATURE. o © o w w w z THE SECOND NUMBER REFERS TO w v m c c w° � z z = _ � �- THE DRAINAGE FEATURE m m m x m m 0 D � w z ° ¢ � w w 7aa... �¢ w w FOUND ON THAT SHEET. W co .--� z U© J ui Q U z �-- cn w = D Y- Z ° r� = D f-- _ ¢ o� ¢© cr w w a D D w m o z a- Q >- Z a. ¢ z< ¢ w w C3[3 C'3m C� co U U ¢ ¢ ¢ fir- �© cn CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH 1 27 N 1 12 +88 (4.5' LT) To 15+33 (4.5' LT) 1 22 9,14 -Dl D 11 -28 NI 12 +88 (4.5' LT) TO N1 15 +33 (4.5' LT) 2 Dl 1-29 N 1 12 +33 (4.5' LT) TO N 1 15+42 (11.16 LT) 1 1 4, 9,13,14 D 11 -30 N 1 22 +12.97 (2' LT) TO 1a --#5- 46 37 D12 -1 L 430 +36 (64.2' RT) TO L 432+87 (60.1' RT) 1 34 14 D12 -2 L 432 +87 (60' RT) To L 435 +86 (60' RT) 1 41 9114 D12 -3 L 432 +87 (48.74' RT) To L 432 +87 (60.1' RT) 1 0.2 1,2,13,14 D12-4 L 434+00 (6' RT) TO L 437 +00 (6' RT) 1 31 14 D12 -5 L 435 +86 (60' RT) TO L 438 +86 (60' RT) 1 51 14 D12-6 L 437 +00 (6' RT) TO L 439 +64 (5.3' RT) 1 27 14 D12-7 L 440 +00 (71.4' LT) TO L 442+34 (74.2' LT) 1 20 14 D12 -8 L 439 +24 (1.7' RT) TO L 439 +64 (1.3' RT) 1 4 2114 D12 -9 L 439 +64 (5.3' RT) To L 442 +00 (3' RT) 1 24 14 D12-10 L 439 +64'4 :a,RTj TO L 439 +64 . ' RTj 1 14 D12 -11 L 434 +00 (2' RT) To L 434 +00 (6' RT) 1 14 D12 -12 L 437+00 (63.6' LT) TO L 440+00 (71.4' LT) 1 30 14 D12-13 L 437+00 (2t RT) TO L 437 +00 (6' RT) 1 14 D12 -14 L 439 +00 (50' LT} 0.2 8,25 D12 -15 L 435 +86 (50' RTC 0.2 8,26 D12-16 L 4 30 +38 (50' RTC 0.2 8,26 D12 -17 L 432+86 (50' LT) 9 D12-18 L 436 +00 (47' LT) 0.2 8126 D12-19 L 440 +00 (75.4' LT) TO L 440 +00 (71.4' LT) 1 # 6,14 D12 -20 L 431+40 (55' LT) TO L 442 +35 (77' LT) 2,21 D12-21 L 435 +86 (50' RT) 0.2 8,26 D 12-22 L 438 +86 (60' RT) TO L 441+46 (49' RT) 1 44 14 D12 -23 L 438+45 (60' RT) TO L 438 +86 (60' RT) 2 D 12 -24 N 1 22 +12.97 (2' LT) TO L 432 +86 (50' LT) 1 10 1 11 o 17122,23 Dl 2-25 N 1 22 +12.97 (2' LT) TO N 1 26 +56 (2' LT) 33 2 D 12 -26 1 7 L�� �-�R' « : 7-c. -1 +c n -_� . -r 1 11,17,22,23 SHEET TOTAL 18-Y - -348- 39~ -2- REGION s E FED. AID 2BOJ.-NOt ENVIRONMENTAL & ENGINEERING A� DESIGNED By SERVICE CENTER washin on State K. EZEOKEKE � ° WASH � Department of Transportation -ENTE ED BY S. CARSON 7l 17l 95 • P R. SUAFOA JOB NUMBER PROJ. ENGR. J. JOHNSON 94WO97 REGION • R.Q. ANDERSON CONTRACT NO. ! DATE DATE REVISION BY J GENERAL NOTES: 32. CONNECT To EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B 7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. mom FOR •5t CONS R``U'CTED PLAN 3"' 0 I'ILY SR 405 TUKWILA TO FACTORIA SN -65 SC8D1 -STAGE SHEET OF STRUCTURE NOTES 955 SHEETS t. �/? �/ c 9 5 -14 5,;/ � NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION Dl 1-27 N 1 12 +88 (4.5' LT) TO 15 +33 (431-T) ) Dl 1-28 N 1 12 +88 (4.5' LT) TO N 1 15 +33 (431-T) D 11--29 N 1 12 +33 (4.5' LT) TO N 1 15+42 ( 11.16 LT) D 11 -30 N 1 22 +12.97 (2' LT) T _ Z.G 27. f ,-L Z-9 1 �S r<-r. D12- -1 L 430 +36 (64.2' RT) TO L 432 +87 (60.1' RT) D12-2 L 432 +87 (60' RT) TO L 435 +86 (60' RT) D12 -3 L 432 +87 (48.74' RT) TO L 432 +87 (60.1' RT) D12-4 L 434 +00 (6' RT) TO L 437 +00 (6' RT) D12-5 L 435 +86 (60' RT} TO L 438 +86 (60' RT) D12 -6 L 437 +00 (61 RT) TO L 439 +64 (5.3' RT) D12 -7 L 440 +00 (71.41 LT) TO L 442 +34 (74.2' LT) Dl 2-8 L 439 +24 (1.7' RT) TO L 439 +64 0.3' RT) D12 -9 L 439 +64 (5.3' RT) TO L 442 +00 (3' RT) D12 -10 L 439 +64 1,RT) TO L 439 +64 rj.N9LRT) D12 -11 L 434+00 (2' RT) TO L 434 +00 (6 RT) D12 --12 L 437 +00 (63.6' LT) TO L 440 +00 (71.4' LT) D12 -13 L 437 +00 (2' RT) TO L 437+00 (6 RT) D12 -14 L 439 +00 (50' LT) Dl 2-15 L 438 +$6 (50' RT) D12 --16 L 430 +38 (50' RT) D12 --17 L 432 +86 (501 LT) D12-18 L 436 +00 (47' LT) D12 -19 L 440 +00 (75.4'L-0 TO L 440 +00 (71.4' LT) D12 -20 L 431+40 (55' LT) TO L 442 +35 (77' LT) D 12-21 L 435+86 (50' RT) D12 -22 L 438 +86 (601 RT) TO L 441+46 (491 RT) D12 --23 L 438+46 (60' RT) TO L 438 +85 (60' RT) D 12 -24 NI 22 +12.97 (2' LT) TO L 432 +86 (50' LT) Dl 2-25 N 1 22 +12.97 (2' LT) TO NI 26 +56 (2' LT) D 12 -26 . ' ►r r-u 0 T R. SUAFOA . MGM J. JOHNSON DN • R.Q. ANDERSON E ET TO 7117, STRUCTURE NOTES*- 1 -4 _.1... --. REGION NO S E ED. ID RROJ. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94Wa9T CONTRACT NO. REVISION BY L 42 S -� 256 Adftk Washington State Department of Transportation w 0 z w w w 9,14 2 4,9,13,14 37 14 9,14 1 t291301 14 14 14 14 2,14 14 14 14 14 14 8,26 8,26 8,28 9 8,26 6,14 2,21 8,26 14 2 11 ,17,22,23 2 11,17922,23 GENERAL NOTES: FOn U ll L 11 z ¢ ¢ a z z z z ¢ �- © o cc u_ w CD � � Q z z ° z > O� J w � ri � 0 04 w P C) 04 ° ° u- o F- w z .J ¢m �¢ w o a a p a z m o 2 � © Z E E 04 � �2 V3 w > w > Lu z a Oz Z) LLj CL J } Lu CL J w J w -! ]- w J a w J 0 v = = U " CL � v pC C7 0 F--- Z z o = z� o = z� a �-- T F-- z� O r = L J Zw Q c� = w Za (0 D c~i) 'L Z= Zp� u' V¢ C? c~n w Q o < © ¢¢ 2a Q 23K z ¢>- 2H- ¢ ¢ 0 0 c O� .J [°] a z EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. 1 375 1 1 1 1 1 -4 _.1... --. REGION NO S E ED. ID RROJ. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94Wa9T CONTRACT NO. REVISION BY L 42 S -� 256 Adftk Washington State Department of Transportation w 0 z w w w 9,14 2 4,9,13,14 37 14 9,14 1 t291301 14 14 14 14 2,14 14 14 14 14 14 8,26 8,26 8,28 9 8,26 6,14 2,21 8,26 14 2 11 ,17,22,23 2 11,17922,23 GENERAL NOTES: FOn U ll L 11 SR 405 TUKWILA TO FACTCRIA SN -66 SCaDl - STAGE I SHEET 160 STRUCTURE NOTES SHEETS 1�I NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW �I w J REFERS TO THE SHEET NO. OR w .wu THE SHEET REFERENCE NO. J m w z SHOWING THE DRAINAGE FEATURE. z z THE SECOND NUMBER REFERS TO 0 � THE DRAINAGE FEATURE z z FOUND ON THAT SHEET. o o 0 w cuu w w ac ❑C W oC CODE LOCATION EACH EACH EACH EACH D13-1 L G1 Z 400 1,5'j- T 0 D13-2 L 442 +34 (74.2' LT)TO L 443 +35 (68.7' LT) Dl 3-3 L 4 43-�5 ( ' 3-5- 1 �-.T-LT- ---- -- L_ 4 ' �'-� 15 (�•r - ' �, � Dl 3-4 L 443 +35 (68.7' LT) TO L 445 +25 (71.9' LT) D13-5 L 445 +25 (71.9' LT) TO AL1' 48+45 (21.1' LT) D13-fi I- q 0-00 ,r T 7o L 41"16-1-10 Dl 3-7 ' L f ,, o _ J 00 ' _± D 13-8 L � -� � �, �_ fz D13-9 AL1' 48+45 (21 �,1' LT) TO AL #' 51 +20 (27` LT) + 0' , G 2- o 'fir ro T L7) _ D13 --10 AL1' 51+20 (27' LT) To AL1' 52 +50 (26 LT) D13-11 "54 --0)0- ' -L L q U (] , 9 T.) 7-0 Z4 a 4 G 0 _ D 13-12 L ' RM L �J 36+696di-TY-6�435-4_02- Lw.pj.-d D13-13 5- ��'i� -H� -o L 1W, 4 ! c (2-, 5 7; D13-14 L 442+04 (49' LT) 1 1 L 9 9 (7f kr) D 13-15 L 443 +30 (4' LT) 1 D13-17 L445 +50 (55' LT) 1 -DlS--l8-lALl' 48T-50 (O'RT)-- 1 D13-19 L 448 +50 (64' RT) D13-20 L 450 +00 (72' RT) D13-22 L 451 +70 (4.5' LT) 1 D13-23 L 442 +34 (78.2' LT) TO L 442 +34 (7421-T) D 13-24 i L 443 +35 (73.9' LT) TO L 443 +35 (68.7' LT) .3 0 0 a D U w i� Q M w C.Y. STRUCTURE NOTES*_ '77 5 561 311 -331 ..J Z Q d Q X z a = C.Y. z O Q Q x Lu J w Z J ca = C.Y. .J Z Q N 0 W z ate.. _ C.Y. w J Z w w U a U AT.[W: 1 1 1 C�! CC O w w J Z w C.3 °w n cq w n. w J Z w Q 0 EACH w rz 0 z C.] J w L.F. �fzl w Z co cc .J u�. ;'o Washington State w,� Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. W Q z ** SEE SPECIAL PROVISIONS. J D13-26 L 441+46 (49' RT) 1 �z 0 TO NEW CATCH BASIN OR MANHOLE. w w 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 4 ova Z 3. -- EMBANKMENT COMPACTION USED FOR 14 BUILDING BIOFILTRATION SWALE BANKS. SEE 14 ROADWAY PROFILES FOR ADDITIONAL 9,24,25 918 80 I= 442+1 t 7910 4. - CONNECT EXISTING STORM SEWER PIPE 10,14 TO NEW CATCH BASIN. Fo /1� _Z� 'T� 3TI�L�� �SZEE__ F1AAYZ ffE� S EET TOTAL 14 --s- 14 REGION zo STATE FED. AID. P O.. NO. ENVIRONMENTAL & ENGINEERING DESIGNED 13Y K. EZEOKEKE 10 WASH SERVICE CENTER ENTERED 87 S. LARSON 7117195 TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING 14 CRECKED BY R. SUAFOA JOB NUMBER 8,26 prim. ENGR. J. JOHNSON CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD-2. 10. - USE SOLID METAL COVER FOR CATCH 94WO97 • R.Q. ANDERSON 8'26 CONTRACT No. DATE DATE REVISION BY 8,26 • r t 11. - SEE ILLUMINATION AND POWER 8,26 DISTRIBUTION PLAN SHEETS FOR INFOR- °w n cq w n. w J Z w Q 0 EACH w rz 0 z C.] J w L.F. �fzl w Z co cc .J u�. ;'o Washington State w,� Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. W Q z ** SEE SPECIAL PROVISIONS. J 1. - EXTEND AND CONNECT EXISTING PIPE �z 0 TO NEW CATCH BASIN OR MANHOLE. w w 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). Z 3. -- EMBANKMENT COMPACTION USED FOR 14 BUILDING BIOFILTRATION SWALE BANKS. SEE 14 ROADWAY PROFILES FOR ADDITIONAL 9,24,25 QUANTITIES. 7910 4. - CONNECT EXISTING STORM SEWER PIPE 10,14 TO NEW CATCH BASIN. 9,14 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 14 14 6. - INSTALL STANDARD FRAME & GRATE FOR 14 CATCH BASIN. 14 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 14 TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING 14 14 QUANTITY TAB FOR ADDITIONAL CONCRETE 8,26 CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD-2. 10. - USE SOLID METAL COVER FOR CATCH 8,26 8,26 8'26 8126 BASIN IN PLACE OF GRATE. 8,26 11. - SEE ILLUMINATION AND POWER 8,26 DISTRIBUTION PLAN SHEETS FOR INFOR- 14 MATION REGARDING UTILITIES IN THIS AREA. 9,14 12. - USE SIZE 650 COALESCING PLATE WITH 14 MAXIMUM PROCESS FLOW OF 415 GPM AND 4,13,26 DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. r� FO Kr% S E 5 s['? S,% T 9 � � U p d r iu mLAm"'"' ONLY' 5R 405 TUKWIL.A To FAC'TORIA SN -67 SC&DI •- STAGE I SHEET STRUCTURE NOTES 9&'5 SHEETS ■ sR <ios�1/7 I r` NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER O REFERS T THE DRAINAGE FEATURE REFERS a. W_ o� w c3 0 W_ U w co a co oac cf Q c� z w a ¢ a w zz 0 z CD w CL M O CODE I C.Y. D13-1 v FOUND ON THAT SHEEP. L.F. a. W_ o� w c3 0 W_ U w co a co oac cf Q c� z w a ¢ a w zz 0 z CD w CL M O CODE I C.Y. D13-1 C.Y. TON L.F. L.F. SEWER PIPE ARE: w Z_ yz1 _�3 -i 3; 63: g z-.: '74-60 45 7-' D13-2 L 442 +34 (74.2' LT)TO L 443 +35 (68.7' LT) J R. 2 WITH WE ASKETED J ¢ a LONG ITU DI N MS, o. N. THICK, z D13• -3 � ��-1L� � r-�r �•S - (P3',C U' ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.054 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 14 D13-4 L 443 +35 (68.7' LT) TO,L 44 +25 (71.9' LT) 9124125 7,10 1 0,14 9,14 D13-5 L 445+25 (71.9' LT) TO' AL1' 48+45 (21.1' LT) 14 14 ALUMINUM, 0.060 IN. THICK. D13-5 - PLAIN ALUMINIZED STEEL OR PLAIN 14 14 ?721- f4..5 TO - ALVANIZED STEEL OR TR. 2 14 PITCH GALVAN 6>4 IN. THICK. [] 13-7 ' ' �L Nf- -r' G' �r ' 8,26 CONFORMING TO SECTION 9 -45.19 OFTHE Dl 3-8 8'26 - LII Lie Z_r. zv g' / 7_ , IN. COVER NOT TO EXCEED 15 FEET. Dl 3-9 AL1' 48+45 (21.1' LT) TO AL 1' 51 +20 .(27' LT) v rG 4- 1 4-:2 D13-10 AL1' 51 +20 (27' LT) TO AL1' 52 +50 (26' LT) D13-11 , f�c -� /7 i � S ' ti� D 13-12 ' D13-13 ' a ':G- -BIZ' (2, D13-14 L 442 +00 (49' LT) Ir D13-16 L 443 +30 (4' LT) D13 --17 L445 +50 (55' LT) Dl 3-19 L 448 +50 (64' RT) D13-20 L 450 +00 (72' RT) D 13-22 L 451 +70 (4.5' LT) D13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) D13-24 L 443 +35 (73.9' LT) TO L 443 +35 (68.7' LT) D13-26 L 441+46 (49' RT) :1I4CV © T K. EZEOKEKE S. LARSON �KED BY R. SUAFOA . i. JOHNSON • R.Q. ANDERSON A4-W' LT) 4Z&2' LT} S EET TOTAL 7117195 DATE 0 DATE STRUCTURE NOTES� s01 d z c a w z J z M z =Q �- cr Q0 a EACH `5 C) 16@- REGTON NO. STATE FED. AID, 10 WASH JOB NUMBER 9 WO97 CONTRACT NO. X11 IM w CI] Q CID _ < 0 �-- ¢0 0 u_ EACH © _ z 0 �- ¢ " w w � a J p z — cn 0 m U 0� cn U � EACH M 2 :S r3: 1 1 1 -4--- 1 z co �r cm w on m 0 Q U EACH 1 D 0 1 1 ✓ 6 L rc CD 2 rt No ENVIRONMENTAL &ENGINEERING SERVICE CENTER 55 a A cq w CL co m U Q U M .S6 CL a. w w co cc 0 C'3 W L.F. 141 140 110 EM m m ff in 10 10 clQ 57 w a a CC w 0 co r OM z a ? L.F i%l:� still 335 258 4 0 0 0 AMIL Washington State Department of Transportation M MM MM m 4,13,26 FOff"' "AS � � i _�2� Df r SR 405 TUKWILA TO FACTORIA S N -68 SCSDI 9- STAGE I SHEET OF STRUCTURE NOTES 1985 $EET5 t S�2 yosj5'i j GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: w G IZED STEEL STORM SEWER F- JR. 5, o. . TH ICK. 9- J R. 2 WITH WE ASKETED J ¢ a LONG ITU DI N MS, o. N. THICK, z DIAM 3 INCHES LARGER TH c� ECIFIED. W w U' ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.054 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. UM STORM SEWER PIPE: --TR. 51 0.06 ICK. -PLAIN WITH GASKE GITUDINAL SEAMS 0. . THICK, DIAMET CHES ER THAN SPECIFIED. SPIRAL RIB STORK! SEWER PIPE: PLAIN ALUMINUM OR PLAIN NARROW PITCH 14 9124125 7,10 1 0,14 9,14 14 14 14 ALUMINUM, 0.060 IN. THICK. 14 - PLAIN ALUMINIZED STEEL OR PLAIN 14 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 14 THICK. - ALVANIZED STEEL OR TR. 2 14 PITCH GALVAN 6>4 IN. THICK. 8,26 'IS 8--9.9 OF HYDRAULI THERMOPLASTIC STORM SEWER PIPE 8,26 8,26 CONFORMING TO SECTION 9 -45.19 OFTHE 8'26 AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 8126 IN. COVER NOT TO EXCEED 15 FEET. M MM MM m 4,13,26 FOff"' "AS � � i _�2� Df r SR 405 TUKWILA TO FACTORIA S N -68 SCSDI 9- STAGE I SHEET OF STRUCTURE NOTES 1985 $EET5 t S�2 yosj5'i j STRUCTURE NOTES-* w w w w w w w cr 70 -71 z z NOTE: a. a. < co co TH E FI RST NU MBER OF TH E °" °� co cn co cn _ cc "CODE DESIGNATION" BELOW "'' 'u � � � � w w REFERS TO THE SHEET NO.OR w o o Q a Q _ I_ R co w co cn cn �.. cn THE SHEET REFERENCE NO. ° ~ ~ Y Z Y Z 0 � Z z Z Z ~ SHOWING THE DRAINAGE FEATURE. ° 0 U ; m THE SECOND NUMBER REFERS TO "' ¢ °� 0 o LL: THE DRAINAGE FEATURE z© z° z z z z Ost 0Q wz W? w-- W o FOUND ON THAT SHEET. � © � © � CD oc � � cn z Lu S2 0 Z z 9 Z W ? w W W Q o c z c z a. °�° a.. V [t U a U [n u] LL N u- 0.3 CODE L.F. L.F. L.F. L.F. L.F. L.F. EACH L.F. L.F. L.F. ' - �. LIB -00 5 ZT -7) L-d D13-2 L 442+34 (74.2' LT)TO L 443 +35 (68.7' LT) D 13-3 4:) 71 D13-4 L 443+35 (68.7' LT) TO L 445 +25 (71.9' LT) D13- -5 L 445 +25 (71.9` LT) TO AL1' 48+45 (21.1' LT) 331 013• -7 lh Lgsl -1, 0 rr Dl 3-8 ' 2.� r Dl 3-9 AL1' 48+4 (21 1' LT) TO AL 1' 51+20 (27' LT) 280 �qL, Ar D13-10 AL1' 51 +20 (27' LT) TO AL1' 52 +50 (26' LT) 130 D13-11 ' � 1 � � c I, 4� r rr T! g1�c'fiot� D 13-12 45 D13- 13- '- �t� -u D13-14 L 442 +00 (49' LT) 5� 7� D13-16 L 443 +30 (4' LT) D13-17 L445 +50 (55' LT) 72 I -�3 I 741 75 EACH I EACH I EACH I EACH GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES w o FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J -PLAIN WITH GASKETED OR WELDED AND w 0 REMETALIZED LONGITU DINAL SEAMS 0.109 IN < m z Q THICK, DIAMETER 3 INCHES LARGER THAN ° z m z Q SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 4.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B-12. 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM ¢ W w z ¢ � 2- _ Y J D m �c Z ~ j H ¢ c nom. < z " � Q a a- ° z W N cr ^ice o ° � z 0 � ° z cv EACH I EACH I EACH I EACH GENERAL NOTES: Nw --� �� X7'11 % u -`r ! 71' r GASKETED LONGITUDINAL SEAMS, 0.054 1N. D13 --19 L 448 +50 (64' RT) THICK, D13-20 L 450 +00 (72' RT) wxw ;1101 AL-t`50+550 m' on 8,2 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. D 13 -22�E L 451+70 (4.5' LT) . 5,26 D13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) 14 20. SEE "BACKFILL DETAIL AND BOUYANCY D13-24 L 443 +35 (73.9' LT) TO L 443 +35 (68.7 LT) 9114 CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. 1 013-26 L 441+48 (49' RT) 4,13,25 1114 i i on On E)13 28 IN!! 80+96..;72- (2' 1-311:11 To-Ge 41411 29+49 1%2' la-1ml FOR "AS — N TED, t AAn.-li r LA Pri S 0 N LY SHEET TOTAL -74t#— REGION NO. S E FED AID. P of o ENVIRONMENTAL & ENGINEERING SR 405 JESIGNED By SERVICE CENTER Washington Stag TUKWILA TO FACTORiA SN -69 ml K. EZEOKEKE � 0 WASH r De rtment of Transportation � «• S'T GE NTERED 13Y S. CARSON 7117f 95 Pa P S $DI A I "HECKED BY R. SUAFOA JOB NUMBER SHEET • J. JOHNSON 9 4WO9`f of R.Q. IEGION ADM.- ANDERSON COW PACT W- STRUCTURE NOTES '995 DATE DATE REVISION BY SHEETS .......... . . . ... .................. . .. . ...... .......... ......... . . . ............ ... .... ---------- - ------- 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES w o FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J -PLAIN WITH GASKETED OR WELDED AND w 0 REMETALIZED LONGITU DINAL SEAMS 0.109 IN w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 4.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B-12. 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM � 2- 14 14 9,24,25 7910 10,14 9,14 14 14 14 14 SEWER PIPE ARE: 14 14 GALVANIZED STORM SEWER PIPE: TR. 2 WITH SMOOTH INVERT. 3"X 1" 14 CORRUGATIONS AND WELDED OR 8,26 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 8,26 THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS 1hIITH 1NELDED OR 8926 8'26 8,25 Nw --� �� X7'11 % u -`r ! 71' r GASKETED LONGITUDINAL SEAMS, 0.054 1N. D13 --19 L 448 +50 (64' RT) THICK, D13-20 L 450 +00 (72' RT) wxw ;1101 AL-t`50+550 m' on 8,2 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. D 13 -22�E L 451+70 (4.5' LT) . 5,26 D13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) 14 20. SEE "BACKFILL DETAIL AND BOUYANCY D13-24 L 443 +35 (73.9' LT) TO L 443 +35 (68.7 LT) 9114 CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. 1 013-26 L 441+48 (49' RT) 4,13,25 1114 i i on On E)13 28 IN!! 80+96..;72- (2' 1-311:11 To-Ge 41411 29+49 1%2' la-1ml FOR "AS — N TED, t AAn.-li r LA Pri S 0 N LY SHEET TOTAL -74t#— REGION NO. S E FED AID. P of o ENVIRONMENTAL & ENGINEERING SR 405 JESIGNED By SERVICE CENTER Washington Stag TUKWILA TO FACTORiA SN -69 ml K. EZEOKEKE � 0 WASH r De rtment of Transportation � «• S'T GE NTERED 13Y S. CARSON 7117f 95 Pa P S $DI A I "HECKED BY R. SUAFOA JOB NUMBER SHEET • J. JOHNSON 9 4WO9`f of R.Q. IEGION ADM.- ANDERSON COW PACT W- STRUCTURE NOTES '995 DATE DATE REVISION BY SHEETS .......... . . . ... .................. . .. . ...... .......... ......... . . . ............ ... .... ---------- - ------- NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. /1� I �l CODES u� z EACH EACH Q U C C] Y to u° w w J EACH E EACH 1 r M C1] Z Z � H ct n 5 O Z z �::o © © T CODES z z z EACH EACH Q U C C] cn t to u° w w ui D 16 1 r D13-1 z 2.� c� (J1 �i I0 1- Li D13-2 L 442 +34 (74.2' LT)TO L 443 +35 (68.71 LT) D13- -3 �� r� - _ ay''c -111 D13A L 443 +35 (68.7' LT) TO L 445 +25 (71.9' LT) Dl 3-5 L 445 +25 (71.9 LT) TO AL 1' 48+45 (21.1' LT) D 13-6 G. L�Lj C, c r,�,, Z�',_,T D13-7 t. y� -j-� �� �� •` ��� D 13-8 z' 0 q 9-P vo (01 Z' F` Dl 3-9 AL1' 48+45 (21.1' LT} TO AL1' 51 +20 (2T LT) ,� �,;�. �, / ' D�1 -�, �.��..� 4- E ?, 7 % 3 �-Lr�, BO LT D13-10 I AL1' 51+20 (27' LT) TO AL1' 52 +50 (26' LT) X13 1 r�r Z Qa w co a a Z co Z Z � :2i o 0-6 L.F. 5 ` zr D13-11 L ' D13-12 'Li 5-z- -5-a t- Li G7 4- c� Q13-13 L 4-1 fI� z 'ter D13 --14 L 442 +00 (49' LT} D13-16 L 443 +30 (4' LT) D13-17 L445 +50 (55' LT) 'L Z- L7/t/--r D13-19 L 448 +50 (64' RT) D 13-20 L 4 50 +00 (72' RT) D13-22 L 451+70 (4.5' LT) D 13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) D13 -24 L.443+35 (73.9' LT) TO L 443 +35 (68.T LT) v 9 v D13-26 L 441+46 (49' RT) T) S EET TOTAL 11MMU D r K. EZEOKEKE RED BY S. LARSON 7/17 RED By R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON DATE DATE I REVISION L M STRUCTURE NOTES-* 90 61 Lu U-1 w w a CL w w (n u w c °. C� Cr3 C!) 0 Z 02 . cn [� co l w = w = Q F- Z[� Zp craz cnZ °rZ cccz © ui w W cq W 00 N G) C.3 r _ Z o Z o CD w a. n. o0 o0 L.F. L.F. L.F. L.F. REGION NO . 10 WASH JOB �NUHHER 94 ri O97 CONTRACT NO. FY 195 w w� �Q cc Q ? co LUU (_- � Z w a v = a_ J CL L.F. 691 i 60 ENVIRONMENTAL &ENGINEERING SERVICE CENTER zz z w R z a n co F- w a Q cr- w Q Q W Z a� cc _ Z =m a ~ u) � ((i] O [r CL w 0 0 EACH S.Y. C.Y. 80 150 1 70 10 230 2 190 130 10 150 110 10 160 10 50 1 10 10 20 38— 306 a w cr ❑- O � m Z rr � u] U S.F. 7oo 1300 120 80 1610 1610 1100 60 1100 80 80 1360 80 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE w GUTTER QUANTITIES. D z 22. PLAIN WITH GASKETED OR WELDED J Q AND REMETALIZED LONGINTUDINAL m z SEAMS. Lu C9 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 14 14 24. AT TH E CONTRACTO R'S OPTION, AND 9,24,25 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 7,10 SUBSTITUTED FOR THE 24 INCH 1014 DIAMETER CASINGS. 9,14 25. SEE SPECIAL PROVISION "STEEL 14 CASING PIPE INSTALLATION ", 14 14 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 14 14 27. SEE SPECIAL PROVISION "CATCH BASIN 14 TYPE 2 FOR TANK ". 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 8120 29. BLOCKOUT REQUIRED IN WALL SEE 81126 RETAINING WALL PLANS. 8126 30. SEE SPECIAL PROVISION "SHORING OR 8126 EXTRA EXCAVATION CL. A •- DETENTION TANK ", 31. SEE SPECIAL PROVISION 8 =26 "SPECIAL BORROW INCL. HAUL ". 8,26 450 14 80 9,14 80 14 130 4, i 3,26 3G---- 11 , -3O- -- 490- -tat2e- Alft Washington State �! Department of Transportation SR 405 SN -70 TUKWILA TO FACTaRIA SCEM r STAGE I SHEET 164 STRUCTURE NOTES SHEETS r '3/�? 47 P z z z co Q U C C] cn t to u° w w ui D EACH E EACH 1 r D13-1 z 2.� c� (J1 �i I0 1- Li D13-2 L 442 +34 (74.2' LT)TO L 443 +35 (68.71 LT) D13- -3 �� r� - _ ay''c -111 D13A L 443 +35 (68.7' LT) TO L 445 +25 (71.9' LT) Dl 3-5 L 445 +25 (71.9 LT) TO AL 1' 48+45 (21.1' LT) D 13-6 G. L�Lj C, c r,�,, Z�',_,T D13-7 t. y� -j-� �� �� •` ��� D 13-8 z' 0 q 9-P vo (01 Z' F` Dl 3-9 AL1' 48+45 (21.1' LT} TO AL1' 51 +20 (2T LT) ,� �,;�. �, / ' D�1 -�, �.��..� 4- E ?, 7 % 3 �-Lr�, BO LT D13-10 I AL1' 51+20 (27' LT) TO AL1' 52 +50 (26' LT) X13 1 r�r Z Qa w co a a Z co Z Z � :2i o 0-6 L.F. 5 ` zr D13-11 L ' D13-12 'Li 5-z- -5-a t- Li G7 4- c� Q13-13 L 4-1 fI� z 'ter D13 --14 L 442 +00 (49' LT} D13-16 L 443 +30 (4' LT) D13-17 L445 +50 (55' LT) 'L Z- L7/t/--r D13-19 L 448 +50 (64' RT) D 13-20 L 4 50 +00 (72' RT) D13-22 L 451+70 (4.5' LT) D 13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) D13 -24 L.443+35 (73.9' LT) TO L 443 +35 (68.T LT) v 9 v D13-26 L 441+46 (49' RT) T) S EET TOTAL 11MMU D r K. EZEOKEKE RED BY S. LARSON 7/17 RED By R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON DATE DATE I REVISION L M STRUCTURE NOTES-* 90 61 Lu U-1 w w a CL w w (n u w c °. C� Cr3 C!) 0 Z 02 . cn [� co l w = w = Q F- Z[� Zp craz cnZ °rZ cccz © ui w W cq W 00 N G) C.3 r _ Z o Z o CD w a. n. o0 o0 L.F. L.F. L.F. L.F. REGION NO . 10 WASH JOB �NUHHER 94 ri O97 CONTRACT NO. FY 195 w w� �Q cc Q ? co LUU (_- � Z w a v = a_ J CL L.F. 691 i 60 ENVIRONMENTAL &ENGINEERING SERVICE CENTER zz z w R z a n co F- w a Q cr- w Q Q W Z a� cc _ Z =m a ~ u) � ((i] O [r CL w 0 0 EACH S.Y. C.Y. 80 150 1 70 10 230 2 190 130 10 150 110 10 160 10 50 1 10 10 20 38— 306 a w cr ❑- O � m Z rr � u] U S.F. 7oo 1300 120 80 1610 1610 1100 60 1100 80 80 1360 80 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE w GUTTER QUANTITIES. D z 22. PLAIN WITH GASKETED OR WELDED J Q AND REMETALIZED LONGINTUDINAL m z SEAMS. Lu C9 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 14 14 24. AT TH E CONTRACTO R'S OPTION, AND 9,24,25 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 7,10 SUBSTITUTED FOR THE 24 INCH 1014 DIAMETER CASINGS. 9,14 25. SEE SPECIAL PROVISION "STEEL 14 CASING PIPE INSTALLATION ", 14 14 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 14 14 27. SEE SPECIAL PROVISION "CATCH BASIN 14 TYPE 2 FOR TANK ". 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 8120 29. BLOCKOUT REQUIRED IN WALL SEE 81126 RETAINING WALL PLANS. 8126 30. SEE SPECIAL PROVISION "SHORING OR 8126 EXTRA EXCAVATION CL. A •- DETENTION TANK ", 31. SEE SPECIAL PROVISION 8 =26 "SPECIAL BORROW INCL. HAUL ". 8,26 450 14 80 9,14 80 14 130 4, i 3,26 3G---- 11 , -3O- -- 490- -tat2e- Alft Washington State �! Department of Transportation SR 405 SN -70 TUKWILA TO FACTaRIA SCEM r STAGE I SHEET 164 STRUCTURE NOTES SHEETS r '3/�? 47 P D13-16 L 443 +30 (4' LT) D13-17 L445 +50 (55' LT) 'L Z- L7/t/--r D13-19 L 448 +50 (64' RT) D 13-20 L 4 50 +00 (72' RT) D13-22 L 451+70 (4.5' LT) D 13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) D13 -24 L.443+35 (73.9' LT) TO L 443 +35 (68.T LT) v 9 v D13-26 L 441+46 (49' RT) T) S EET TOTAL 11MMU D r K. EZEOKEKE RED BY S. LARSON 7/17 RED By R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON DATE DATE I REVISION L M STRUCTURE NOTES-* 90 61 Lu U-1 w w a CL w w (n u w c °. C� Cr3 C!) 0 Z 02 . cn [� co l w = w = Q F- Z[� Zp craz cnZ °rZ cccz © ui w W cq W 00 N G) C.3 r _ Z o Z o CD w a. n. o0 o0 L.F. L.F. L.F. L.F. REGION NO . 10 WASH JOB �NUHHER 94 ri O97 CONTRACT NO. FY 195 w w� �Q cc Q ? co LUU (_- � Z w a v = a_ J CL L.F. 691 i 60 ENVIRONMENTAL &ENGINEERING SERVICE CENTER zz z w R z a n co F- w a Q cr- w Q Q W Z a� cc _ Z =m a ~ u) � ((i] O [r CL w 0 0 EACH S.Y. C.Y. 80 150 1 70 10 230 2 190 130 10 150 110 10 160 10 50 1 10 10 20 38— 306 a w cr ❑- O � m Z rr � u] U S.F. 7oo 1300 120 80 1610 1610 1100 60 1100 80 80 1360 80 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE w GUTTER QUANTITIES. D z 22. PLAIN WITH GASKETED OR WELDED J Q AND REMETALIZED LONGINTUDINAL m z SEAMS. Lu C9 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 14 14 24. AT TH E CONTRACTO R'S OPTION, AND 9,24,25 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 7,10 SUBSTITUTED FOR THE 24 INCH 1014 DIAMETER CASINGS. 9,14 25. SEE SPECIAL PROVISION "STEEL 14 CASING PIPE INSTALLATION ", 14 14 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 14 14 27. SEE SPECIAL PROVISION "CATCH BASIN 14 TYPE 2 FOR TANK ". 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 8120 29. BLOCKOUT REQUIRED IN WALL SEE 81126 RETAINING WALL PLANS. 8126 30. SEE SPECIAL PROVISION "SHORING OR 8126 EXTRA EXCAVATION CL. A •- DETENTION TANK ", 31. SEE SPECIAL PROVISION 8 =26 "SPECIAL BORROW INCL. HAUL ". 8,26 450 14 80 9,14 80 14 130 4, i 3,26 3G---- 11 , -3O- -- 490- -tat2e- Alft Washington State �! Department of Transportation SR 405 SN -70 TUKWILA TO FACTaRIA SCEM r STAGE I SHEET 164 STRUCTURE NOTES SHEETS r '3/�? 47 P REGION NO . 10 WASH JOB �NUHHER 94 ri O97 CONTRACT NO. FY 195 w w� �Q cc Q ? co LUU (_- � Z w a v = a_ J CL L.F. 691 i 60 ENVIRONMENTAL &ENGINEERING SERVICE CENTER zz z w R z a n co F- w a Q cr- w Q Q W Z a� cc _ Z =m a ~ u) � ((i] O [r CL w 0 0 EACH S.Y. C.Y. 80 150 1 70 10 230 2 190 130 10 150 110 10 160 10 50 1 10 10 20 38— 306 a w cr ❑- O � m Z rr � u] U S.F. 7oo 1300 120 80 1610 1610 1100 60 1100 80 80 1360 80 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE w GUTTER QUANTITIES. D z 22. PLAIN WITH GASKETED OR WELDED J Q AND REMETALIZED LONGINTUDINAL m z SEAMS. Lu C9 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 14 14 24. AT TH E CONTRACTO R'S OPTION, AND 9,24,25 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 7,10 SUBSTITUTED FOR THE 24 INCH 1014 DIAMETER CASINGS. 9,14 25. SEE SPECIAL PROVISION "STEEL 14 CASING PIPE INSTALLATION ", 14 14 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 14 14 27. SEE SPECIAL PROVISION "CATCH BASIN 14 TYPE 2 FOR TANK ". 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 8120 29. BLOCKOUT REQUIRED IN WALL SEE 81126 RETAINING WALL PLANS. 8126 30. SEE SPECIAL PROVISION "SHORING OR 8126 EXTRA EXCAVATION CL. A •- DETENTION TANK ", 31. SEE SPECIAL PROVISION 8 =26 "SPECIAL BORROW INCL. HAUL ". 8,26 450 14 80 9,14 80 14 130 4, i 3,26 3G---- 11 , -3O- -- 490- -tat2e- Alft Washington State �! Department of Transportation SR 405 SN -70 TUKWILA TO FACTaRIA SCEM r STAGE I SHEET 164 STRUCTURE NOTES SHEETS r '3/�? 47 P 50 1 10 10 20 38— 306 a w cr ❑- O � m Z rr � u] U S.F. 7oo 1300 120 80 1610 1610 1100 60 1100 80 80 1360 80 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE w GUTTER QUANTITIES. D z 22. PLAIN WITH GASKETED OR WELDED J Q AND REMETALIZED LONGINTUDINAL m z SEAMS. Lu C9 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 14 14 24. AT TH E CONTRACTO R'S OPTION, AND 9,24,25 RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE 7,10 SUBSTITUTED FOR THE 24 INCH 1014 DIAMETER CASINGS. 9,14 25. SEE SPECIAL PROVISION "STEEL 14 CASING PIPE INSTALLATION ", 14 14 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 14 14 27. SEE SPECIAL PROVISION "CATCH BASIN 14 TYPE 2 FOR TANK ". 14 28. SEE SPECIAL PROVISION 8,26 "TANK BULKHEAD ". 8120 29. BLOCKOUT REQUIRED IN WALL SEE 81126 RETAINING WALL PLANS. 8126 30. SEE SPECIAL PROVISION "SHORING OR 8126 EXTRA EXCAVATION CL. A •- DETENTION TANK ", 31. SEE SPECIAL PROVISION 8 =26 "SPECIAL BORROW INCL. HAUL ". 8,26 450 14 80 9,14 80 14 130 4, i 3,26 3G---- 11 , -3O- -- 490- -tat2e- Alft Washington State �! Department of Transportation SR 405 SN -70 TUKWILA TO FACTaRIA SCEM r STAGE I SHEET 164 STRUCTURE NOTES SHEETS r '3/�? 47 P 8 =26 "SPECIAL BORROW INCL. HAUL ". 8,26 450 14 80 9,14 80 14 130 4, i 3,26 3G---- 11 , -3O- -- 490- -tat2e- Alft Washington State �! Department of Transportation SR 405 SN -70 TUKWILA TO FACTaRIA SCEM r STAGE I SHEET 164 STRUCTURE NOTES SHEETS r '3/�? 47 P STRUCTURE NOTES* NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. z 0 3 ¢ °z 0 cc ° .�.� m w 0 U ui CC ° J m w Q© ©c w C3 m z © ° J m w o� C7 z z � 0 a m < w a_ cn t � W © °w cr- 0 U o 0 z 0 U 0.1 3 2G w z w ac ¢ 327 W z z (n (n "�] o d 32 J 0 z cn cn _ d 32 v ? co a © z w 0 z� F-- 3110 o z co cm cr o z 0CV3 Z d ¢ F-- 331 co N_ Oc o _ a"- 0 z ¢ < M D W z J uw� w W w rn CODE LOCATION G.Y. G.Y. C.Y. TON C.Y. G.Y. EACH EACH EACH 1 EACH EACH EACH 14 4- 1 -4 - + L 443 +35 (73.9' LT) TO L 443 +35 (68.71 LTA 1 1 D 13-1 1 ),r,5 -D 4qq 3 .mss 3.,5 r 1 D13-26 L 441+46 (491 RT) 14 D13-2 L 442 +34 (74.2' LT)TO L 443 +35 (68.7' LT) 1 14 . 44-W' T G L 4 4 G -10 9 (;l 6.4 ' T)--- --�-- 14 D 13-3 3 35- (2A- -RT) T 3-t 443f35 �g8:7'-L-fi - 1 -�- y y 5 � 55 . ' T) A-- 9t24,25 1w 1 z 7 1 LM ' roc? Z r_ •:-3 i ` s1' �r ' (78.21 1 321 -1--- t3--- 0 D13-4 L 443 +35 (68.7' LT) TO L 445 +25 (71.9' LT) 2 2 F I S HE ET TOTAL D-- - �- -1tW- `8: 1 7,10 D13-5 L 445 +25 (71.9' LT) TO AL11 48+45 (21.1' LT) 1 43 10 WASH )ESIGNED By K. EZEOKEKE 1 ENTERED BY S. E.ARSON 7/17195 10,14 D13-6 t 4445+25 -(2'- tTyTO,- L- 448+50-(0:85 1 34 �i '_ �T Try 1 �� - I� ' �� • R.C.Q. ANDERSON 9,14 DATE DATE REVISION BY DI 3-7 1 2E �I�� �'. 14 D 13-8 48+5x- (4:85'- -RT) - T- O- L- 448+64 -J4:8 ' 1 1 �/�/ � r� r �� /� c o , ' 7- 14 D13-9 AL1' 48+45 (21.1' LT) TO AL1' 51 +20 (27' LT) 1 31 � i>C7#7) 17G 57r, 2 14 D13-10 AL1' 51 +20 (271 LT) TO AL1' 52 +50 (26 LT) 1 27 14 D 13-11 - +0 49 -•(€� :lT- )-T-9- ' 1 1 ��JS� f- .. / .Sw 'fir e �� T 14 D 13-12 (2'_ 0 454 1 31 5� t / S'• ! Z- �y 14 ,.� D 13-13 L 4-4r%.F-rr_*j Lr cY 1 5 �I % SJ G r _ - r .� -i D13-14 L 442 +00 (49' LTA 0.2 8,26 0.1 8,26 L L'_ (-7-,L D13-16 L 443 +30 (4' LT) 0.1 8,26 D 13-17 L445 +50 (55' LT) 0.1 8,26 ' A 0.1 8,26 :�5 91 ' D 13-19 L 448 +50 (64' RT) D13-20 L 450+00 (72' RT) --1- -- I �'-4- I I I ENVIRONMENTAL &ENGINEERING SERVICE CENTER Adw Washington State r Department of Transportation 8126 8,26 14 9,14 14 4,13,26 1 GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6 -53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B -7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD-3. SR 405 SN--71 TUKWILA TO F`ACTQRIA SCaDI t- STAGE I SHEET iG5 OF STRUCTURE NOTES SBEETS S/C 5/65�y7 J ' 0.1 D 13-22 L 451+70 (4.5' LT) 0.2 D 13-23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) 1 8 D 13-24 L 443 +35 (73.9' LT) TO L 443 +35 (68.71 LTA 1 1 (:1776.74' ' 1 D13-26 L 441+46 (491 RT) 1 . 44-W' T G L 4 4 G -10 9 (;l 6.4 ' T)--- --�-- . ' T) A-- ' (78.21 1 321 -1--- t3--- 0 �= -r- 7 7L F I S HE ET TOTAL D-- - �- -1tW- `8: RWION NO. SAT ED D 10 WASH )ESIGNED By K. EZEOKEKE ENTERED BY S. E.ARSON 7/17195 .. R. SUAFOA ,SOB NUMBER 94WO97 3ROJ. J. JOHNSON • R.C.Q. ANDERSON CONTRACT NO DATE DATE REVISION BY --1- -- I �'-4- I I I ENVIRONMENTAL &ENGINEERING SERVICE CENTER Adw Washington State r Department of Transportation 8126 8,26 14 9,14 14 4,13,26 1 GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6 -53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B -7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD-3. SR 405 SN--71 TUKWILA TO F`ACTQRIA SCaDI t- STAGE I SHEET iG5 OF STRUCTURE NOTES SBEETS S/C 5/65�y7 J NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. X31- 00 C3 cv 0 CV �' _-- w w a. J z z Q P4 00 C> N 0 cq b" r W w a J d¢ O 35 q CV f� 0 CV O N 01) ,- w O z Q � d CODE { { L LOCATION E EACH E EACH E EACH a Z c C� z O a z �..._.A& . �- z }- J . Q m CD 3�S z Ctit � O u- 0 CD CD w 0 U 1-0 ct! CO W w CL Q Q J � © Z EACH D 13-2 L 442 +34 (74.2' LT )TO L 443 +35 (68.7' LT) D13-3 }} __ ��/, L5 q D13-4 L 443+35 (68.7' LT) TO L 445 +25 (71.9' LT) D13-5 L 445 +25 (71.9' LT) TO ALV 48+45 (21.1' LT) 3"S ' D13-8 L � D13-7 ! z- �-TJ -�'ci -z, g� �� r-) D13-8 � D13 -9 AL1' 48+45 �2 .1' LT} TO AL1' 51+20 (27' LT) '�� S% f-Z fir D13-10 AL1' 51 +20 (27' LT) TO AL1' 52 +50 (25' LT) D #3-12 15Z,4-,50 e) - r LL/ 157 T DIL L�{:+'`"��_ a Fed f L7,�'z-i D-13 -13 L �� �-1 �r i L. z 1� i iD L .' D13-14 L 442 +00 (49' LT) D13-16 L 443 +30 (4' LT) l D13-17 L445 +50 (55' LT) D13-19 L 448 +50 (64' RT) D13 --20 L 450 +00 (72' RT) D13 -22 L 451+70 (4.5' LT) D13 -23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) D13-24 L 443 +35 (73.9' LT) TO L 443 +35 (68.7' LT) D 13-26 1 L 441+46 (49' RT) 16 I r K. EZEOKEKE S. LARSON R. SUAFOA J. JOHNSON • R.Q. ANDERSON LLT} T) SHEET TOTAL 7117 DATE DATE REVISION [� �A STRUCTURE NOTES-* a Z c C� z O a z �- z }- J . Q m CD CD C11-1 z w U-1 > O w > O w ccc ¢ Z D a J C3 n °r 0 r J = c� t] ca w u- ? w w CL t7 w Z <� D #3-12 15Z,4-,50 e) - r LL/ 157 T DIL L�{:+'`"��_ a Fed f L7,�'z-i D-13 -13 L �� �-1 �r i L. z 1� i iD L .' D13-14 L 442 +00 (49' LT) D13-16 L 443 +30 (4' LT) l D13-17 L445 +50 (55' LT) D13-19 L 448 +50 (64' RT) D13 --20 L 450 +00 (72' RT) D13 -22 L 451+70 (4.5' LT) D13 -23 L 442 +34 (78.2' LT) TO L 442 +34 (74.2' LT) D13-24 L 443 +35 (73.9' LT) TO L 443 +35 (68.7' LT) D 13-26 1 L 441+46 (49' RT) 16 I r K. EZEOKEKE S. LARSON R. SUAFOA J. JOHNSON • R.Q. ANDERSON LLT} T) SHEET TOTAL 7117 DATE DATE REVISION [� �A STRUCTURE NOTES-* EACH I EACH I I EACH I EACH'I EACH I EACH REGION NO. 31AIE EEO, AID, I 10 WAS H JOB NUMBER 94W497 CONTRACT NO. 1 1 1 T ENVIRONMENTAL & ENGINEERING SERVICE CENTER O u- J_ F-- W X cc w cc O azz U � W CL cc a, cc 0 N- nc z z Lu U U z EACH I S.Y. w Washington State VAP Department of Transportation GENERAL NOTES; w 0 cc w w uj w ?z, Z3 14 14 9,24,25 7,10 10,14 9,14 14 14 14 14 14 14 14 8,26 8,25 8,26 8,26 8,26 8,26 01 &001 Z? 9,14 M 4, 13,26 FOR A RT7 U 22j23 - TED 0, L SR 405 TUKWILA TO FACTORIA SN -72 SCI%Di STAGE I SHEET STRUCTURE NOTES 985 SHEETS f�c vbs� <r� 7 I a Z c C� z O a z �- z }- J . Q m CD CD C11-1 z w U-1 > O w > O w ccc ¢ Z D a J C3 n °r 0 r J = c� t] ca w u- ? w w CL t7 w Z <� r3 a O1c M 0 c1 2 f- M H- ¢ Q v V? -j u_ EACH I EACH I I EACH I EACH'I EACH I EACH REGION NO. 31AIE EEO, AID, I 10 WAS H JOB NUMBER 94W497 CONTRACT NO. 1 1 1 T ENVIRONMENTAL & ENGINEERING SERVICE CENTER O u- J_ F-- W X cc w cc O azz U � W CL cc a, cc 0 N- nc z z Lu U U z EACH I S.Y. w Washington State VAP Department of Transportation GENERAL NOTES; w 0 cc w w uj w ?z, Z3 14 14 9,24,25 7,10 10,14 9,14 14 14 14 14 14 14 14 8,26 8,25 8,26 8,26 8,26 8,26 01 &001 Z? 9,14 M 4, 13,26 FOR A RT7 U 22j23 - TED 0, L SR 405 TUKWILA TO FACTORIA SN -72 SCI%Di STAGE I SHEET STRUCTURE NOTES 985 SHEETS f�c vbs� <r� 7 I w Washington State VAP Department of Transportation GENERAL NOTES; w 0 cc w w uj w ?z, Z3 14 14 9,24,25 7,10 10,14 9,14 14 14 14 14 14 14 14 8,26 8,25 8,26 8,26 8,26 8,26 01 &001 Z? 9,14 M 4, 13,26 FOR A RT7 U 22j23 - TED 0, L SR 405 TUKWILA TO FACTORIA SN -72 SCI%Di STAGE I SHEET STRUCTURE NOTES 985 SHEETS f�c vbs� <r� 7 I NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHE FT REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D 14 -1 AL1' 52 +50 (26' LT) TO AL1' 53 +50 (26' LT} D14- -2 AL1' 54 +00 (26'LT) TO AL1' 54 +50 (261 LT) D 14-3 ' D 14-4 AL1' 54 +50 (26' LT) TO AL1' 54 +66 (26' LT) D14- -5 ALi' 54 +66 (26' LT) TO L 454 +75 (56' LT) D 14 -6 L 454 +75 (56' LT) TO L 457 +0 0 (54' LT) STRUCTURE NOTES->K- z 5Z +4 (1, - "t?7:-) -�Q `I� - 4 �-_ Uj (r. 2'R r SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 46 DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8 . - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 14 14 14 1 - D14- -8 L 457 +00 (47' RT) 8,14,26 2,9,14 Dl 4 -9 9,24,25 1 9,14 14 14 J L 457 +00 (54' LT) TO L 460 +00 (50' LT) z 0 14 F F 14 14 14 C/] U-1 14 14 14 0 z Z C7 z D14 -13 L 460 +00 (�e'LT) TO L 460 +00 (100' LT) - D14-14 z D14 -15 a. D 14--16 h D14 -17 Q Q Q U �= f - U 0 Q x j Z C� z D 14-20 z w 0 w 0 ~ 0 0 0 0 D14-22 Q W LL, Z W D LA 7+00 TO LA 7+00 (. Ca m W 2 W mi W 2 W ao 2 ._t =) F"" Q ....a ¢ = Q _j z::) 0 d z ❑ CC CC CC cc W D Z CJ Z a.. Z D14-28 C] EACH EACH EACH EACH D14 -30 C.Y. C.Y. C.Y. C.Y. EACH z 5Z +4 (1, - "t?7:-) -�Q `I� - 4 �-_ Uj (r. 2'R r -'----5 1 SHEET TOTAL DESIGNED By K. EZEOKEKE FNTFR f3y u.LARSON 7117195 ZRECRED By R. SUAFOA PROj. ENGR. J. JOHNSON REG • R.Q. ANDERSON DATE 212- I r<*T-o 5� _3ijTT_, REVISION z- T_ ) i c-) I L 41s5_4 VO D a 1 1 361 I 0 F- w z w Q C� EACH 1 1 ��lI w 0 �i z Lu cr CD EACH 4 bI 490 10250 JN _.._ P' EC- Off. 00 - - 9A5ff- 75- --2-- REGION NO. STATE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB KUMBER 94WO97 CONTRACT NO. q1 I w U z 0 J U7 L.F. w Z cn cr w J LL.. C.Y. AMbb, Washington State VAP Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w CJ z J z uj W W co SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 46 DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8 . - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 14 14 14 1 - D14- -8 L 457 +00 (47' RT) 8,14,26 2,9,14 Dl 4 -9 9,24,25 1 9,14 14 14 D14 -10 L 457 +00 (54' LT) TO L 460 +00 (50' LT) 14 14 F F 14 14 14 D14 -12 L 460+00 42.09' LT} TO L 460 +00(50' LT) 14 14 14 D14 -13 L 460 +00 (�e'LT) TO L 460 +00 (100' LT) - D14-14 L 462+00 (3' LT) TO L 460 +00 (2.09' LTA D14 -15 LA 6 +00 (4.12' LT) TO L 462 +00 (3' LT) D 14--16 LA 6 +25 (0.54' LT) TO LA 6 +25 (4.54' LT) D14 -17 LA 6 +25 44.54' LTA TO LA 6+00 (4.12' LT) D14 -18 �.� (' �I D14 -19 LA 6 +58 (5.01' LT) TO LA 6 +25 (4.54' LT) D 14-20 LA 6 +75 (5.38' LT) TO LA 6 +58 (5.01' LT) D14 -1 ' LIJ D14-22 LA 7 +00 (5.81' LT) TO LA 6 +75 (5.38' LTj D 14 -23 LA 7+00 TO LA 7+00 (. D 14 -24 LA 8 +00 (6.90'L-0 TO LA 7 +00 (5.81' LT) D14-25 D14-26 LA 8 +00 -) TO LA 8 +00 ft-9`1- AL1' 55 +00 (26' LT) TO AL1' 54 +66 (26' LT) T � � D14-27 AL1' 56 +00 (26' LT) TO AL1' 55 +00 (26' LT) D14-28 AL1' 57+00 (26' LT) TO AL1' 56 +00 (26' LT) D14 -29 L 460+00 (100' LT) TO L 462+40 (1001 LT) D14 -30 AL1' 53 +50 (26' LT) TO AL1' 54 +00 (26' LT), -'----5 1 SHEET TOTAL DESIGNED By K. EZEOKEKE FNTFR f3y u.LARSON 7117195 ZRECRED By R. SUAFOA PROj. ENGR. J. JOHNSON REG • R.Q. ANDERSON DATE 212- I r<*T-o 5� _3ijTT_, REVISION z- T_ ) i c-) I L 41s5_4 VO D a 1 1 361 I 0 F- w z w Q C� EACH 1 1 ��lI w 0 �i z Lu cr CD EACH 4 bI 490 10250 JN _.._ P' EC- Off. 00 - - 9A5ff- 75- --2-- REGION NO. STATE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB KUMBER 94WO97 CONTRACT NO. q1 I w U z 0 J U7 L.F. w Z cn cr w J LL.. C.Y. AMbb, Washington State VAP Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. w CJ z J z uj W W co SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 46 DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8 . - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 14 14 14 14 14 8126 9 8,14,26 2,9,14 9,14 9,24,25 9,14 9,14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 2.14 14 8,2 s _ SR 405 TUKWILA TO FACTORIA SN -73 SC8DI w STAGE 1 167 OF STRUCTURE NOTES 985 SHEETS s!l % NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D14 -1 AL1' 52 +50 (26' LT) TO AL1' 53 +50 (26' LT) D14 -2 AL1' 54 +00 (261LT) TO AL1' 54 +50 (26' LT) Dl 4--3 ' D14-4 AL#' 54 +50 (26' LT) TO AL1' 54 +66 (26' LT) D14-5 AL1' 54 +66 (26' LT) TO L 454 +75 (56' LT) D14 -6 L 454 +75 (56' LT) TO L 457+00 (54' LT) D14 -S L 457 +00 (47' RT) D 14 -9 . D14 -10 L 457 +00 (54' LT) TO L 460 +00 (50' LT) -D-14-11 D14 -12 L 460 +00 (2.09' LT) TO L 460 +00(50' LT) D ?4 -13 L 460 +00 l..T) TO L 460 +00 (100' LT) D14 -14 L 462 +00 (3' LT) TO L 460+00 (2.09' LT) D14 -15 LA 6 +00 (4.12' LT) TO L 462 +00 (3' LT) D14 -16 LA 6 +25 (0.54' LT) TO LA 6 +25 (4.54' LT) D 14 -17 LA 6 +25 (4.54' LT) TO LA 6+00 (4.12' LT) D14 -18 . D14 -19 LA 6 +58 (5.01' LT) TO LA 6 +25 (4,54'L-0 D14-20 LA 6 +75 (5.38'L-0 TO LA 6 +58 (5.01' LT) D14-21 ' D14-22 LA 7 +00 (5.81' LT) TO LA 6 +75 (5.38' LT) D 14 -23 LA 7 +00 . TO LA 7+00 54V-LT4 D 14--24 LA 8 +00 (6.90' LT) TO LA 7+00 (5.81' LT) D 14 -25 LA 8 +0(3 TO LA 8 +00 D14 -26 AL1' 55 +00 (26' LT) TO AL1' 54 +66 (26' LT) D14 -27 AL1' 56 +00 (26' LT) TO AL1' 55 +00 (26' LT) D14-28 AL1' 57 +00 (26' LT) TO AL1' 56 +00 (26' LT) D 14 -29 L 460 +00 (100' LT) TO L 462+40 (100' LT) D14 -30 AL1' 53 +50 (26' LT) TO AL1' 54 +00 (26' LT) :I[Ncu OT K. EZEOKEKE RED BY S. LARSON 'KED BY R. SUAFOA • EfqGR. J. JOHNSON • R.O. ANDERSON SHEET TOTAL 7117 ai l ■ ■ w C.Y. W 0 O G.Y. u�l cn a cc Q Z) TON LJ r� � 4- a z w a. 0 CC °z L.F. I.7_' DATE DATE f 5 A Ko, 7'g -" e 10r REVISION Li m 0 co w CL a L.F. STRUCTURE NOTES Q 0 z CN rl- R; w a. Fes-- w Z J z Q � CD z =Q 0 U w EACH d 0 z N w CL w >_ J zj5 a Q� cn z = Q Q0 U u_ EACH sl Z�l� T_ ALA_ L SE F r2&r- REGION NO STATE 10 WASH JOB NUMBER Q""� ✓4WO9i C NTRAGT No. BY S31 W m U EACH 1 1 D D d-51, z 00 -Kl- U-11 CL z W m �I L3 EACH 1 1 1 1 1 1 D 0 1 �4-- =D. AID. PROS. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 57j z a m 0 Q C] EACH I w a w W a co z co w L.F. 100 114"1 Lk3ii7 70 240 ii It t t m .i t m m m ti m ii •i m S� GENERAL NOTES: W `L 14 - ACCEPTABLE ALTERNATES FOR STORM a. SEINER PIPE ARE: w w 1_� co w VANIZED STEEL STORM SEINER P 0 0 -TR. 5, IN. THICK. z JR. 2 NINTH W ASKETED w LONG ITU DI NA AMS, IN. THICK, w DIAM 3 INCHES LARGER T z © CIFIED. w � w ALUMINIZED STEEL STORM SEINER PIPE: L.F -- TR. 5, 0.064 IN. THICK. 14 - PLAIN WITH GASKETED OR WELDED AND 14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 303 14 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 14 14 INUM STORM SEINER PIPE: 14 -TR. 52 0.0 HICK. -PLAIN WITH CASK NGITUDINAL U6 SEAMS 0 . THICK, DIAM 3 INCHES 9 ER THAN SPECIFIED. 300 8,14,26 SPIRAL RIB STORM SEINER PIPE: 2,9,14 -- PLAIN ALUMINUM OR PLAIN NARROW PITCH 4 ALUMINUM, 0.060 IN. THICK. 9,14 - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 9,14 THICK. 9,14 - LVANIZED STEEL OR TR. 2 14 PITCH GALVANI .064 IN. THICK. 8 -9.9 OF HYDRAULIC L. 4 14 THERMOPLASTIC STORM SEWER PIPE 14 CONFORMING TO SECTION 9-05.19 OFTHE 4 14 AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 14 IN. COVER NOT TO EXCEED 15 FEET. 14 4 14 14 4 14 14 4 14 34 14 100 14 102 14 uu-rED (%;u#%Nnn Rllf%l 2,14 " AS 14 LY 8,26 Washington State Department of Transportation SR 405 SN -74 TUKWILA TO I"ACTORIA SCSDI .. STAGE i S14EET OF STRUCTURE NOTES 9815 SHEETS Sal yos /�// Z © cr z ° C\! w W 'w a. J Fes-- z— 5 cr cn m o 0 ¢ w t] cr EACH Z�l� T_ ALA_ L SE F r2&r- REGION NO STATE 10 WASH JOB NUMBER Q""� ✓4WO9i C NTRAGT No. BY S31 W m U EACH 1 1 D D d-51, z 00 -Kl- U-11 CL z W m �I L3 EACH 1 1 1 1 1 1 D 0 1 �4-- =D. AID. PROS. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 57j z a m 0 Q C] EACH I w a w W a co z co w L.F. 100 114"1 Lk3ii7 70 240 ii It t t m .i t m m m ti m ii •i m S� GENERAL NOTES: W `L 14 - ACCEPTABLE ALTERNATES FOR STORM a. SEINER PIPE ARE: w w 1_� co w VANIZED STEEL STORM SEINER P 0 0 -TR. 5, IN. THICK. z JR. 2 NINTH W ASKETED w LONG ITU DI NA AMS, IN. THICK, w DIAM 3 INCHES LARGER T z © CIFIED. w � w ALUMINIZED STEEL STORM SEINER PIPE: L.F -- TR. 5, 0.064 IN. THICK. 14 - PLAIN WITH GASKETED OR WELDED AND 14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 303 14 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 14 14 INUM STORM SEINER PIPE: 14 -TR. 52 0.0 HICK. -PLAIN WITH CASK NGITUDINAL U6 SEAMS 0 . THICK, DIAM 3 INCHES 9 ER THAN SPECIFIED. 300 8,14,26 SPIRAL RIB STORM SEINER PIPE: 2,9,14 -- PLAIN ALUMINUM OR PLAIN NARROW PITCH 4 ALUMINUM, 0.060 IN. THICK. 9,14 - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 9,14 THICK. 9,14 - LVANIZED STEEL OR TR. 2 14 PITCH GALVANI .064 IN. THICK. 8 -9.9 OF HYDRAULIC L. 4 14 THERMOPLASTIC STORM SEWER PIPE 14 CONFORMING TO SECTION 9-05.19 OFTHE 4 14 AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 14 IN. COVER NOT TO EXCEED 15 FEET. 14 4 14 14 4 14 14 4 14 34 14 100 14 102 14 uu-rED (%;u#%Nnn Rllf%l 2,14 " AS 14 LY 8,26 Washington State Department of Transportation SR 405 SN -74 TUKWILA TO I"ACTORIA SCSDI .. STAGE i S14EET OF STRUCTURE NOTES 9815 SHEETS Sal yos /�// NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D14-1 AL 1' 52 +50 (26' LT) TO AL1' 53 +50 (26' LT) D14 -2 AL1' 54 +00 (2611-1) TO AL1154 +50 (26' LT} Dl 4-3 D14-4 AL1' 54 +50 (26' LT) TO AL1' 54 +66 (26' LT) D14 -5 ALV 54 +66 (26' LT) TO L 454 +75 (56'L 1) D14-6 L 454 +75 (56' LT) TO L 457 +00 (541 LT) ,r\tu OT R. SUAFOA • J. JOHNSON • R.L. ANDERSON S HE ET TOTAL I 7 DATE 56 w ck- a- w w to 0 trs 0 0 Z Z c3 a. T-- L.F. 100 5211+ Z_ �_l :rl) F +- q i D14-8 L 4 57 +00 (47' RT) &� D14-9 CC CC �� w ��_ w D14 -10 L 457 +00 (541 LT} TO L 460 +00 (501 LT) w w i 4 c w D14 -12 L 460 +00 (2.09' LT) TO L 460 +00(50' LT) ui w 0 14 D14-13 L 460+00 (9(Pt-0 TO L 450 +00 (100' LT) co D14 -14 L 462 +00 (3' LT) TO L 460 +00 (2.09' LT) D14-15 LA 6 +00 {4.12' LT} TO L 452 +00 (3' LT) 0 n 0 14 D14 -16 LA 6 +25 (0.54' LT) TO LA 6 +25 (4.54' LT) o Q w D14 -17 LA 6 +25 (4.54' LT) TO LA 6 +00 (4.12' LT) Q D14 -18 z tA p cc n �Z D14 -19 LA 6 +58 (5.01' LT) TO LA 6 +25 (4.541 LT) w a D14 -20 LA 6 +75 (5.381 LT) TO LA 6 +58 (5.01' LT) _j D14 -21 1 L.F. V] ~ F- ~ -Y-i D 14 -22 LA 7 +00 (5.81' LT) TO LA 6 +75 (5.38' LT) m D 14 -23 LA 7 +00 (1.:761 TO LA 7 +00 ' z D14 -24 LA 8 +00 (6.901 LT) TO LA 7 +00 (5.81' LT) U U D14-25 LA 8 +00 (2.9' TO LA 8 +00 m aC D14 --26 AL1' 55 +00 (26' LT) TO AL1' 54 +66 (26' LT) Q D14 -27 ALV 56 +00 (26' LT) TO AL1' 55 +00 (26' LT) Q > [�? © Q � CC) D14 -28 ALV 57 +00 (261-70 TO AL1' 56 +00 (26' LT) Z D14.29 L 460 +00 (1001 LT) TO L 462+40 (100' LT) � © Z Z D14 --30 AL1' 53 +50 (261 LT) TO AL1' 54 +00 (26' LT) ,r\tu OT R. SUAFOA • J. JOHNSON • R.L. ANDERSON S HE ET TOTAL I 7 DATE 56 w ck- a- w w to 0 trs 0 0 Z Z c3 a. T-- L.F. 100 5211+ Z_ �_l :rl) F +- q i 50 16 70 234 302 ii w � 25 -7 33 33 17 75- �l' 25 f C), J • C!� •1-r 100 i .i 2� 50 • w EVISION STRUCTURE NOTES AZ-. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: - -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. -- USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B--12. 18. --FOR 72,96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. TH ICK. 19. SEE "BACKFlLL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFlLL DETAIL . FOR METAL PIPE DETENTION TANK", D D-2. FOR "AS � .�� T f C Ian L; E HANS" O - _ - &� 14 CC CC �� w ��_ w 9 8114,26 w w w c w 9,14 z ui w 0 14 14 co w V] w 0 z 14 0 n 0 14 14 14 o Q w D Q w z U p cc n �Z Z } w a .J 0 _j D L.F. L.F. 50 16 70 234 302 ii w � 25 -7 33 33 17 75- �l' 25 f C), J • C!� •1-r 100 i .i 2� 50 • w EVISION STRUCTURE NOTES AZ-. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: - -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. -- USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B--12. 18. --FOR 72,96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. TH ICK. 19. SEE "BACKFlLL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFlLL DETAIL . FOR METAL PIPE DETENTION TANK", D D-2. FOR "AS � .�� T f C Ian L; E HANS" O - _ - 6 � 14 CC q6 �� 14 ��_ 73 9 8114,26 w w w ac LLI 9,14 z 14 14 14 14 w VF� 7 w V] w 14 cn U n 14 14 14 14 o Q w c 8,26 _ O J w J w Q w Q w w 0 0 0 D V] ~ F- ~ -Y-i J J m Z Z Z z w ~ U U D m Y D m Y m aC < Q Q U Q A. , Q > [�? © Q � CC) z Z Z � © Z Z u. a Z z � z z z p z ,� < o Q� z - � M Fes- tom- �<- � Q W w— Wcu w— ctco wo MC%4 Z3 F- w� o zd co a =¢ �n Q¢ �n dd �0 ¢� � �d za > W W 7 W --J Q �- Z Z cc Z cr co }--- Z F-- z C3 0_ U ci J 2: U a ❑ w U cn _j cn Dzt LL cv _ LD u- c� a N D � a CD = rn Q_ [tit 0 04 L.F. L.F. L.F. EACH L.F. L.F. L.F. EACH EACH EACH EACH [/'I, z-, -T 7-E, &7 Q i LS_ REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO S"E 4_1 Do / FED. AID. P OJ. NO. ENVIRONMENTAL &ENGINEERING SERVICE CENTER AdW Washington State VAf Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. w o z J U-1 0 w 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: - -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. -- USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B--12. 18. --FOR 72,96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.054 IN. TH ICK. 19. SEE "BACKFlLL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFlLL DETAIL . FOR METAL PIPE DETENTION TANK", D D-2. FOR "AS � .�� T f C Ian L; E HANS" O - _ - 14 14 14 14 14 14 8,26 9 8114,26 2,9,14 9,14 9,24,25 9,14 9,14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 2,14 14 8,26 SR 405 S N -75 ` UKWIL A TO FACTORI1 SCE0 9- STAGE I OF STRUCTURE NOTES 9er�> SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. D14 -1 A_L1' 52 +50 (26' LT) TO AL1' 53 +50 (26' LT) D142 AL1' 54 +00 (2611-T) TO AL1' 54 +50 (26' LT) D14-3 D14-4 AL1' 54 +50 (26' LT) TO AL1' 54 +66 (26' LT) D14- -5 AL1' 54 +66 (26' LT) TO L 454 +75 (56' LT) D14-•6 L 454 +75 (56' LT) TO L 457 +00 (54' LT) D14-8 L 4 57 +00 (4 7' RT) D14-9 D14 -10 L_ 457 +00 (54' LT) TO L 460 +00 (50' LT) D14 -11 D14 -12 L 460 +00 (2.09' LT) TO L 460 +00(50' LT) D14-13 L 460+00 (FLT) TO L 460+00 (100' LT) D14 -14 L 462 +00 (3' LT) TO L 460 +00 {2.09' LT0 D14-15 LA 6 +00 (4.12' LT) TO L 462 +00 (3' LT) D14 -16 LA 6 +25 (0.54' LT) TO LA 6 +25 (4.54' LT) D14-17 LA 6 +25 (4.54' LT) TO LA 6 +00 (4.12' LT) D14 -18 ` D14 -19 LA 6 +58 (5.01' LT) TO LA 6 +25 (4.54' LT) D 14 -20 LA 6 +75 (5.38' LT) TO LA 6 +58 (5.01' LT) D14 -21 . ' D 14 -22 LA 7 +00 (5.81' LT) TO LA 6 +75 (5.38' LT) D14-23 LA 7 +00 TO LA 7 +00 ' D 14 -24 LA 8 +00 (6.90' LT) TO LA 7 +00 (5.81' LT) D14 -25 LA 8 +00 TO LA 8 +000.9'-1 -'t j - D 14 -26 AL1' 55 +00 (26' LT) TO AL 1' 54 +66 (26' LT) D14 -27 AL1' 56 +00 (26' LT) TO AL1' 55 +00 (26' LT) D14 -28 AL 1' 57 +00 (26' LT) TO AL 1' 56 +00 (26' LT) D14-29 L 460 +00 (100' LT) TO L 462+40 (100' LT) D14 --30 AL1' 53 +50 (26' LT) TO AL1' 54 +00 (26' LT) SHEET TOTAL alWCU a r K. EZEOKEKE RE13 By S. LARSON 7117195 RED By R. SUAFOA • J. JOHNSON DN • R.G. ANDERSON Ir 1 Q w J fY] z H Q w � cr- z° z 0 © m EACH 1- 1-/15e4- DATE L DATE 711 z LY2 z M w � co 0 o 1 X.M Q a 00 Nr w d m EACH 7 0 � 2-/ r97- ' r<--F F'- lr. ` LT) . ' LT `fir REVISION (� Q a z r_ w IIIIIIIIIII:F501sol 50, 7 �Z �CL w ca- a z lqr J cn z Z C) C1 p 3 L L.F. W W w 0 1] � [ d O ° w J f--- �7 � J cl C) T-c A z .S Rczo►v rro. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. BY V '12S-�6 L.F. STRUCTURE NOTES* LU w w co 2 0 � co Q Z p M Z U CO J r' F= o U © U L.F. W w x° D Z (n 0,1 � r w = W a z Z a J Q a- L.F. W w � Q 2 M 0 2� W CO J T W = W � w v N o uj J CL Q E1. L.F. ,o- W w Q cc O Z co c~n J �• F cn z N�o � Z o �w CL J Q d. L.F. L E D IoLrvo. ENVIRONMENTAL & ENGINEERING SERVICE CENTER r z z--9 i EACH .N • EA r • S.Y. 210 3 dG� 70 7 FOR ADDITIONAL ASPHALT CONCRETE 580 z w O 10 Q z < QW 610 210 1490 �-� Q D ¢ X W W J a� z ❑ m z m 14 14 CC U O U (n w C.Y. S.F. 60 80 60 390 170 1430 80 570 30 220 70 470 360 2190 210 1730 FOR ADDITIONAL ASPHALT CONCRETE 580 3530 w 10 350 z 22. PLAIN WITH GASKETED OR WELDED 90 610 210 1490 110 650 w 23. ACCEPTABLE ALTERNATIVE; PLAIN 10 80 40 260 10 80 14 14 50 300 30 200 10 60 9 8,14,26 40 240 10 80 80 570 27. SEE SPECIAL PROVISION "CATCH BASIN 9,24,25 10 60 20 50 40 50 9,14 40 50 40 2470 60 400 -7-- I -24-50— Washington State Department of Transportation GENERAL NOTES: M 14 2,14 14 8,26 SR 405 TUKW ILA TO FACTORIA � N -75 SCaDl STAGE I SHEET 1 -7O OF STRUCTURE NOTES 985 H F.F.TS v'!e S'aS�Y /7 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE cn GUTTER QUANTITIES. w O z 22. PLAIN WITH GASKETED OR WELDED J < cc AND REMETALIZED LONGINTUDINAL z SEAMS. W w 23. ACCEPTABLE ALTERNATIVE; PLAIN V' ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF 4 1 14 14 14 14 14 8,26 9 8,14,26 STRUCTURES AND OBSTRUCTIONS ". 219,14 9,14 27. SEE SPECIAL PROVISION "CATCH BASIN 9,24,25 TYPE 2 FOR TANK ". 9,14 28. SEE SPECIAL PROVISION 9,14 "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE 14 - 14 RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR 14 14 - - - - -- EXTRA EXCAVATION CL. A - 14 DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 14 14 14 14 14 14 14 M 14 2,14 14 8,26 SR 405 TUKW ILA TO FACTORIA � N -75 SCaDl STAGE I SHEET 1 -7O OF STRUCTURE NOTES 985 H F.F.TS v'!e S'aS�Y /7 f NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D14 -1 AL1' 52 +50 (26' LT) TO,AL1' 53 +50 (26' LT) D14 -2 AL1' 54 +00 (26'LT) TO AL1' 54 +50 (26' LT) D14-3 ' ' D14-4 AL1' 54 +50 (26' LT) TO AL1' 54 +66 (26' LT) D14 -5 AL1' 54 +66 (26' LT) TO L 454 +75 (56' LT) D14 -6 L 454 +75 (56' LT) TO L 457 +00 (54' LT) D14 -8 L 457 +00 (47' RT) D 14 -9 D14 -10 L 457 +00 (54' LT) TO L 460 +00 (50' LT) D14 -11 D14 -12 L 460 +00 (2.09' LT) TO L 460 +00(50' LT) D14 -13 L 460 +004�iQ LT} TO L 450 +0Q (1 Do` LT) D14 -14 L 462 +00 (3' LT) TO L 460 +00 {2.09' LT} D14 -15 LA 6 +00 (4.12' LT) TO L 462 +00 (3' LT) D14 -16 LA 6 +25 (0.54' LT) TO LA 6 +25 (4.54' LT) D14 -17 LA 6 +25 (4.54' LT) TO LA 6 +00 (4.12' LT) D14 -1$ ' D14 -19 LA 6 +58 (5.01' LT) TO LA 6 +25 (4.54' LT) D14 -24 LA 6 +75 (5.38' LT) TO LA 6 +58 (5.01' LT) D14 -21 ' D 14 -22 LA 7 +00 (5.81' LT) TO LA 6 +75 (5.38' LT) D 14 -23 LA 7 +00 LA 7 +0o4&.44' -.L)_. D 14 -24 LA 8 +00 (6.90'L-0 TO LA 7 +00 (5.81' LT) D14 -25 LA 8 +00 LA 8 +00 . ' D14 -26 AL1' 55 +00 (26' LT) TO AL1' 54 +66 (26' LT) D14 -27 AL1' 56 +00 (25' LT) TO AL1' 55 +00 (26' LT) D14 -28 AL1' 57 +00 (26' LT) TO AL1' 56 +00 (26' LT) D14 -29 L 460 +0a (100' LT) TO L 462+40 (100' LT) D14 --30 AL1' 53 +50 (26' LT) TO AL1' 54 +00 (26' LT) SHEET TOTAL 31N C U OT K. EZEOKEKE RED BY S. CARSON 7, RED By R. SUAFOA • ENGR. J. JOHNSON DN • R.O. ANDERSON DATE DATE STRUCTURE NOTES)K- Z �I -�1� 3� ` �2� 3� 32 g 3 X30 GENERAL NOTES: - -- - ° 14 1 4 a _Q ° ° 14 1 1 32. CONNECT TO EXISTING MANHOLE D6-53. 0.7'P-T- Z --� Z Z Z a. CD co co 33. INSTALL GRATE INLET AT LOWEST Q .0 z ,_ 14 1 r cn ELEVATION EAST OF WALL #3. u_ J u.. J u- J _ - w Q � Z J 1 1 1,-A 7 S KT" 1 ui 0 ti u.. ❑mac © ° 14 O o © o z 34. SEE DETAIL D D -5. m m m w can �.. z ° Z � � � � m o 14 J 1 d � J -i a z 35. BEVELED END SECTION REQUIRED. w w ¢© w < w w 14 1 w c~n c~n = a r o ca _ SEE STANDARD PLAN B -7A. Q oc oc w Q cc a O 14 Z a cc � [� [� Za Q� ZcWi Q >-- Z Q Q w w 0 `�' 0 `o 1 0 Lr),&'Z- Q Q Q 2 ~ "E ~ ° co 36. BORING FROM WETLAND ON SHOULDER 14 1 4 G.Y. G.Y. C.Y. TO N G.Y. 10 O.Y. EACH EACH EACH EACH EACH EACH WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 1 14 14 14 1 1 10 14 1 31 L �1� -��,�� c Lfs f� Ir 14 2,14 1 9 1 3 14 E E-0 14 1 9 0.1 14 1 40 -26- -&to -- -0.5-- NEW 14 REVISION BY REGION NO STATE 10 WASH JOB NUMBER 94WC97 gONTRACT NO. y FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washin on State De artment of Transportation 0.2 8,26 9 1 31 L.i-) � 4-1 �- 52T- +10 L �� -�-�7 0.2 8,14,26 1 51 2,9,14 9,14 1 9,24,25 1 6 9,14 1 27 9,14 1 15 14 SR 405 TUKWILA TO FACTDRIA SN -77 SC8D1 — STAGE I SHEET 1-7 1 OF STRUCTURE NOTES X85 SHEETS y'os /yi7 1 1 14 1 4 14 1 1 G-I (�- 0.7'P-T- 6 14 1 3 14 1 1 1,-A 7 S KT" 1 5= �` L i 14 1 4 14 1 d 14 1 14 14 1 1 Lr),&'Z- -. Lr 14 1 4 14 1 10 14 1 10 14 5 2,14 1 9 14 E E-0 0.1 8,26 -26- -&to -- -0.5-- NEW REVISION BY REGION NO STATE 10 WASH JOB NUMBER 94WC97 gONTRACT NO. y FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washin on State De artment of Transportation SR 405 TUKWILA TO FACTDRIA SN -77 SC8D1 — STAGE I SHEET 1-7 1 OF STRUCTURE NOTES X85 SHEETS y'os /yi7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D14 -1 AL1' 52 +50 (26' LT) TO ALV 53 +50 (26' LT) D14-2 AL1' 54 +00 (26'LT) TO ALV 54 +50 (26' LT) D14-3 ' D14-4 AL1' 54 +50 (26' LT) TO AL1' 54 +66 (26' LT) D14 -5 AL1' 54 +66 (26' LT) TO L 454 +75 (56' LT) D14 -6 L 454 +75 (56' LT) TO L 457 +00 (54' LT) D14-8 L 4 57 +00 (47' RT) D14-9 z C) a �i c\j ca ujCL o z z Q Q mi © ' o z CD w � o w o ,- = w za, <>_ :2 F-- ¢ a Z a w > a w J Q W z� Q 2 F— � � z Q (n : Q D14 -10 L 457 +00 (54' LT) TO L 460 +00 (50' LT) D14 -11 ' Q t'- w j w w� F-- w (D az F~- _� pC CD ci w z D z 0° EACH D14 -12 L 460+00 (2.09' LT) TO L 460 +00(50' LT) EACH F D14 -13 L 460 +00 (69-EL—T) TO L 460 +00 (100' LT) D14 -14 L 462 +00 (3' LT) TO L 460 +00 (2.09' LT) D14 --15 LA 6 +00 (4.12' LT) TO L 462 +00 (3' LT) EACH S.Y. D14 --16 LA 6 +25 (0.54' LT) TO LA 6 +25 (4.54' LT) D14-17 LA 6 +25 (4.54' LT) TO LA 6 +00 (4.12' LT) D14 -18 ' . D14 -19 LA 6 +58 (5.01' LT) TO LA 6 +25 (4.54' LT) D14-20 LA 6 +75 (5.38' LT) TO LA 6 +58 (5.01' LT) DI 4-21 ' . D 14 -22 LA 7 +00 (5.81' LT) TO LA 6 +75 (5.38' LT) D14 -23 LA 7 +00 (i .78'- =PrTO LA 7 +00 D14 -24 LA 8 +00 (6.90' LT) TO LA 7 +00 (5.81' LT) D14 -25 LA 8 +00 (2.91 TO LA 8 +00 .. D 14--26 AL1' 55 +00 (26' LT) TO AL1' 54 +66 (26' LT) D14 -27 AL1' 56 +00 (26' LT) TO AL1' 55 +00 (26' LT) D14 -28 D14-29" D14 --30 J AL1' 57 +00 (26' LT) TO ALV 56 +00 (26' LT) 1,,t60 +0e)(f o 6' C l) 7_a L. 462+40 (100' LT) 53 +50 (26' LT) TO AL1' 54 +00 (26' LT) rtr-u DT S. LARSON RED BY 11. SUA FOA J. JOHNSON • R.Q. ANDERSON SHEET TOTAL 7117 DATE STRUCTURE NOTES* z 014 o ri t-- wci. 0 _ z d Q �E a z - (D ❑ ri � �r wa a = z Q Q 2 0 z C) a �i c\j ca ujCL o z z Q Q mi © z QQ M �'� a O w a o �2 c„ CO WCL a� = • w� z w Q< --! :�R o Z o z CD w � o w o ,- = w za, <>_ :2 F-- ¢ a Z a w > a w J Q W z� Q 2 F— � � z Q (n : Q z Q m U 0 �- [� Q Q M ° z F-- ,� z w o �� U Z Z D F-- U co o Q ❑c �> ) � _j 4 CL] w z � c) °< D ❑c �D w 2 D¢ D cc _j w « o 0 uw CL a U z ❑ ❑ Q t'- w j w w� F-- w (D az F~- _� pC CD ci w z D z 0° EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. t 1 LEI (4 :7'R7� DATE t-!' Pr- tc=3' , 1 ` r-?,T- tca 5�!o' L_ . (P " Lr 17-eet� 1. ,-�' /:�i REVISION M I �D-7_7� REGION NO. STATE 10 WASH ,1()3 NU MIW It 94WO97 CONTRACT NO. F_ C F /N4 c2� 1 6 cf:) AC 2 I PROS. NO. ENVIRONMENTAL &ENGINEERING SERVICE CENTER -351 .mo► Washington Stag r, Department of Transportation c!7 w 0 J w z u, w w 14 14 14 14 14 14 8,26 _ 9 8,14,26 2, 9,14 9,14 9,24,25 9,14 9,14 14 Im. GENERAL NOTES: tj al FOR AS CONSTRUtC"TED P" L A tN S P? OR �4 L Y SR 405 TUKWILA TO FACTORIA SN -78 SC$DI -- STAGE I SHEET 172 OF STRUCTURE NOTES 985 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. w J D SHOWING THE DRAINAGE FEATURE. z z THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. w cc CODE 1 LOCATION i EACH �5 ' { L 462+40 (0.5' RT) LA 6 +50 (1.451 RT) LA 7 +75.00 (56'R-0 LA 8+25 (0' RT) L 460+65 ( 154' LT) TO 461+05 ( 153' LT) Lj 14-34- D14 -35 D14-36 D14-37 D 14 -38 Dl 4-39 _ -� D14- . �=} D L D14-41 0 D14-42 L 454+40 4105' RTC To L L4 57-4-0, U � z w a D14-44 LA 6 +00 (0.88' RT) TO LA 6 +00 (4.12' LT) Go D14-45 DL1 105 +84.90 {7.49' RT} w EACH C.Y. . D14-46 DL1 105 +86.79 (26.5' RT) TO 1 +84.9 (7.49' RT) r� D14-47 LA 6 +13 (52' LT) TO L 460 +00 ' LT) ` A D14-48 LA 6 +58 (52 f LT) TO LA 6 +13 (52 f LT) D i D1 j5--1 LA 11 +00 (7.45' LT) TO LA 8 +00 (6.90' LT) D 15-2 D15-3 LA 11 +00 (3.4' LT) TO LA 11 +00 (7.4 5' LT) LA 14 +00 (6.42' LT) TO 11.4 -00 (7.45' LT) 14 - 50 Dl 5-4 A L I (--;u LA 14 +00 (2.4 ' LT) TO 14 +00 (6.42' LT) D15-5 LA 17 +00 (2.60' LT) TO 14 +00 (6.42' LT) Dl 5-6 LA 20 +00 (2.95' LT) TO LA 17 +00 (2.60' LT) D 15-7 LA 12 +00 (1' RT) LA 12 +00 (50' .RT) LA 16 +00 (0' RT) D15-8 D15-9 D15-10 LA 19 +96 (0' RT) D15 --11 LA' +00 (0' RT) /� 1 r20 L ! � ) -( 7 r-- �� 1 C� D16-1 LA 23 +00 (2.38' LT) TO 20 +00 (2.95' LT) D 16-2 LA 26 +00 (1.77' LT) TO LA 2.3 +00 (2.38' LT) D16-3 LA 29 +00 (1.35' LT) TO LA 26 +00 (1.77' LT) S H EET TOTAL 0 0 :11VCV 0 T K. EZEOKEKE RED BY S. LARSON 7117195 'KED BY R. SUAFOA • EfqGR. J. JOHNSON • R.Q. ANDERSON DATE t- I H a W oc ��.IN: 1 1 1 1 1 I w z w w U a U a LL] M EACH 0 4 �. Z, 98 0 4— 70, S � �i 1 L T: TO 3 1 1 1 DATE -- _ REVISION k ' � 61 STRUCTURE NOTES � 3111 v b J o S 4 7015 7 REGION NO. I STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. BY If"/ 7 �5—(o .. J z 0 U w = J 0 C.Y. 30 ___i z a w J w z -j = Q c3 r C.Y. J z Q U x D J Q d a = C.Y. 04 w a a 0 w a 00 cc w ,qj /� z- i W ..LL's ca w z SEE SPECIAL PROVISIONS. z w w a z � � z z J m z 1. - EXTEND AND CONNECT EXISTING PIPE cr U _ w 0 TO NEW CATCH BASIN OR MANHOLE. o cc Er [n w a 0 0 < `L U' EACH EACH EACH L.F. C.Y. �. - -SEE DRAINAGE DETAILS (DD1 TO DD8). 8126 3. - EMBANKMENT COMPACTION USED FOR 8,26 BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL 8,26 QUANTITIES. 8,9,26 8,26 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 8,26 5. - SEE CAST-IN-PLACE CONCRETE BARRIER 2,14 TYPE 4B DETAIL ON SHEET BD-4. 14 6. - INSTALL STANDARD FRAME & GRATE FOR 12,14 CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 8,26 TO MANHOLE (SEE BRIDGE PLAN). 1 14 4 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE 14 CLASS 3000. 14 9. -� ITEM IS FOR INFORMATION ONLY. FOR 1 14 EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION 9114 DETAILS SHEET CD -2. 1 14 1_4 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 1 14 14 11. -- SEE ILLUMINATION AND POWER 9,14 DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 650 COALESCING PLATE WITH 26 MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 8,26 8114,26 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 FOR AS �STR TED 9,14 /S� 14 �� Y '• ENVIRONMENTAL & ENGINEERING SERVICE CENTER GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. � ,, Washington State ,� Department of Transportation SR 405 TUKWILA TO FACTORIA SN -79 SCSDI 9- STAGE I S H EE74 i OF STRUCTURE NOTES 985 SHEETS ,-�R CI�7�1611 1-L2 R 0 w L7 J w ~' 0 U � z w a < 2 w Go cc w EACH C.Y. STRUCTURE NOTES � 3111 v b J o S 4 7015 7 REGION NO. I STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. BY If"/ 7 �5—(o .. J z 0 U w = J 0 C.Y. 30 ___i z a w J w z -j = Q c3 r C.Y. J z Q U x D J Q d a = C.Y. 04 w a a 0 w a 00 cc w ,qj /� z- i W ..LL's ca w z SEE SPECIAL PROVISIONS. z w w a z � � z z J m z 1. - EXTEND AND CONNECT EXISTING PIPE cr U _ w 0 TO NEW CATCH BASIN OR MANHOLE. o cc Er [n w a 0 0 < `L U' EACH EACH EACH L.F. C.Y. �. - -SEE DRAINAGE DETAILS (DD1 TO DD8). 8126 3. - EMBANKMENT COMPACTION USED FOR 8,26 BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL 8,26 QUANTITIES. 8,9,26 8,26 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 8,26 5. - SEE CAST-IN-PLACE CONCRETE BARRIER 2,14 TYPE 4B DETAIL ON SHEET BD-4. 14 6. - INSTALL STANDARD FRAME & GRATE FOR 12,14 CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE 8,26 TO MANHOLE (SEE BRIDGE PLAN). 1 14 4 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE 14 CLASS 3000. 14 9. -� ITEM IS FOR INFORMATION ONLY. FOR 1 14 EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION 9114 DETAILS SHEET CD -2. 1 14 1_4 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 1 14 14 11. -- SEE ILLUMINATION AND POWER 9,14 DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 650 COALESCING PLATE WITH 26 MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 8,26 8114,26 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 FOR AS �STR TED 9,14 /S� 14 �� Y '• ENVIRONMENTAL & ENGINEERING SERVICE CENTER GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. � ,, Washington State ,� Department of Transportation SR 405 TUKWILA TO FACTORIA SN -79 SCSDI 9- STAGE I S H EE74 i OF STRUCTURE NOTES 985 SHEETS ,-�R CI�7�1611 1-L2 R NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D14-35 L 462+40 (0.5' RT) D14-36 LA 6 +50 ( 1.45' RT) D14-37 LA 7 +75.00 (56' RT). D14-38 LA 8 +25 (0' RTC D14-39 L 460 +65 (154' LT) TO 461+05 (153' LT) D14-40 . D14-41 D14-42 L 454+40 (145' RT) TC} D14-44 LA 6 +00 (0.88' RT) TO LA 6 +00 (4.12' LT) D 14-45 DL1 105 +84.90 (7.49' RT) D14-46 DL1 105 +86.79 (26.5' RT) TO 10 +84.9 (7.49' RT) D14-47 LA 6 +13 (52' LT} TO L 460 +00 LT} D14-48 LA 6 +58 (52' LT) TO LA 6 +13 (52' LT) �v D15-1 LA 11 +00 (7.45' LT) TO LA 8 +00 (6.90' LT) Dl 5-2 LA 11+00 (3.4' LT) TO LA 11+00 (7.4 5' L_T) v Y D15-3 LA 14 +00 (6.42' LT) TO 11 +00 (7.45' LT) Dig-4— LA 14 +00 (2.42' LT) TO 14 +00 (6.42' LT) W D 15-5 LA 17 +00 {2.60' LT} TO 14 +00 (6.42' LT) D15-6 LA 20+00 (2.95' LT) TO LA 17 +00 (2.60' LT) D15-7 LA 12 +00 (1' RT) D15-8 LA 12 +00 (50' RT) D15-9 LA 16 +00 (0' RT) D15-10 LA 19 +96 (o' T) D15-11 LA 20 +00 (0' RT) 1)lz-1 `,5.7 - z �/,`5 - / ,; `'rte D16-1 LA 23 +00 (2.38' LT) TO 20 +00 (2. 5' LT) D16-2 LA 26 +00 (1.77' LT) TO LA 23 +00 (2.38' LT) D16-3 LA 29 +00 (1.35' LT) TO LA 26 +00 (1.77' LT) SHEET TOTAL T K.EZEOKEKE S.IARSON 7/17 R. SUAFOA • J. JOHNSON • R.Q. ANDERSON DATE I DATE CL cc w U 0 Q G.Y. w 0 0 0 w co G.Y. co J ...J cc a 0 1"0 E 1)LI A7 - 7c-,S% 7. 1./r i 7 ZI `7 �, Z/ [� ►1�C1�J a z w a a w Z L.F. la."4 h L.F. 1C / `_- t 70 7_ STRUCTURE NOTES 501 �2 a z rl- C U-1 a w Z z co — m z _ Q H U U Q M WE w Ei z R; w a J Z O m z _ < d 0 U w EACH 1 w CL H cn m H U �aITQ a� 1 Q 0 z co w z cn m U Q C] «:I 70V IL ; I� -I AJ A L REGION ° STATE FE 10 WASH JOB NUMBER 94WO97 CANTPACT NO. V ■ •;i WE 0 D 1 �1 t 1 ClIQ 57 °• GENERAL NOTES: Z o F- 1 a " w a- w w a. �.. J �-- n z — M U _ U ray 1--- R' R, U cr EACH 1 w CL H cn m H U �aITQ a� 1 Q 0 z co w z cn m U Q C] «:I 70V IL ; I� -I AJ A L REGION ° STATE FE 10 WASH JOB NUMBER 94WO97 CANTPACT NO. V ■ •;i WE 0 D 1 �1 t 1 8,26 8,26 10 8,14,26 1 300 14 1 310 9,14 000k 1 310 14 -- '9— ENVIRONMENTAL & ENGINEERING SERVICE CENTER AWbi, Washington State Department of Transportation SR 405 S N -80 TUKWILA TO FACTORIA scam o- STAGE I SHEET 1-74 O� STRUCTURE NOTES 955 SFIEETS sn yor�y� 7 ClIQ 57 GENERAL NOTES: a 14 - ACCEPTABLE ALTERNATES FOR STORM E5 a w SEWER PIPE ARE: R' R, c w w co w VANIZED STEEL STORM SEWER P ui co 0 --TR. 51 IN. THICK. CL o w J -T R. 2 WITH W D ASKETED z < L7NGITUDINA MS, 4 IN. THICK, < CD o w W DIAME 3 INCHES LARGER T = U z r= z © t� CIFIED. U VW7 ALUMINIZED STEEL STORM SEWER PIPE: EACH L.F. L.F - TR. 5, 0.064 IN. THICK. 8'26 - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 8,26 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. INUM STORM SEWER PIPE: --TR. 5, 0.0 ICK. -PLAIN WITH GASKE UDINAL SEAMS 0.060 . CK, DIAMET CHES L THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: 8,26 8,9,26 8,26 8,26 40 2,14 10 14 -- PLAIN ALUMINUM OR PLAIN NARROW PITCH 10 12,14 ALUMINUM, 0.060 IN. THICK. PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 8,26 THICK. 10 5 14 -- LVANIZED STEEL OR T 4 PITCH GALV 064 IN. THICK. LE 8 -9.9 OF HYDRAULICS MA 14 THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.13 OFTHE 300 300 14 50 45 14 AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 IN. COVER NOT TO EXCEED 15 FEET. 866 99 14 10 4 14 _ 300 14 10 4 14 300 14 300 9,14 8,26 8,26 10 8,14,26 1 300 14 1 310 9,14 000k 1 310 14 -- '9— ENVIRONMENTAL & ENGINEERING SERVICE CENTER AWbi, Washington State Department of Transportation SR 405 S N -80 TUKWILA TO FACTORIA scam o- STAGE I SHEET 1-74 O� STRUCTURE NOTES 955 SFIEETS sn yor�y� 7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D14 -35 L 462+40 (0.5' RT) D14-36 LA 6 +50 (1.45' RT) D 14 -37 LA 7 +75.00 (56' RT) D14-38 LA 8 +25 (0' RT) D14-39 L 460 +65 (154' LT) TO 461+05 (153' LT) D 14-40 1 0.23 ' D 14-41 - R D 14-42 L 454+40 (105' RT) TO D14-44 LA 6 +00 (0.88' RT) TO LA 6 +00 (4.12' LT) D14-45 DL1 105 +84.90 (7.49' RT) D14-46 DL1 105 +86.75 (26.5' RT) TO 105+84.9,(7.49' RT) D14-47 LA 6 +13 (52' LT) TO L 460 +00 {60LtT)- -5 7 ' C D14-48 LA 6 +58 (52' LT) TO LA 6 +13 (52' LT) VI le � i S D15-1 LA 11 +00 (7.45' LT) TO LA 8 +00 (6.90' LT) D15-2 LA 11 +00 (3.4' LT) TO LA 11 +00 (7.45' LT) D15-3 LA 14 +00 (6.42'L- ,T) TO 11 +00 7.45'!_T) D15-4 LA 14 +00 (2.42' LT) TO 14 +00 (6.42' LT) D 15-5 LA 17 +00 (2.60' LT) TO 14 +00 (6.42' LT) D 15-6 LA 20 +00 (2.95'L7) TO LA 17 +00 (2.6o' LT) n)1-1 5 I ELI IG i �% "? C t .Z Dl 5-7 LA 12 +00 (1' RT) D15-8 LA 12_ +_00 (50' R_ T) 0315 -9 LA 16 +00 €0' RD:) D15-10 LA 19 +96 (0' RT) D15-11 LA 20 +00 (0' R D16-1 LA 23 +00 (2.38' LT) TO 20 +00 (2.95' LT) D16-2 LA 26 +00 (1.7"7' LT) TO LA 23 +00 (2.38' LT) Dl 6-3 LA 29 +00 (1.35' LT) TO LA 26 +00 (1.77' LT) SHEET TOTAL Pr\cU UT R. SUAFOA • ENGR. J. JOHNSON • R.Q_ ANDERSON a 7117, DATE I DATE ��3I w a w w 0 z� o< a Z_ z co � r L.F. .N 6 6 1)z 5_7 c"C 300 300 300 300 4I c--% 5 300 303 305 2165 ,r1y I w w w cr 0 (n z� as z z L.F. z " 5- 45 REVISION STRUCTURE NOTES w 0 J GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE. �z -PLAIN WITH GASKETED OR WELDED AND (D REMETALIZED LONGITUDINAL SEAMS 0.109 IN. U-1 THICK, DIAMETER 3 INCHES LARGER THAN `o SPECIFIED. 8'26 SPIRAL RIB STORM SEWER PIPE: 8,26 - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 8,26 8,9,2E 17. - USE CONCRETE PIPE ANCHORS. SEE 8,26 SPECIAL PROVISIONS. SEE STANDARD PLAN B -12. 8,26 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. .2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. w w w 2014 w U-1 z z 7-c- 7e-, 7� - 7 ww cf) cn w v] w co 14 r lc co U 1-7 Zl% (0 U Q w ME M 2 O _j w ._.t W Cl Q LLJ © Q Lu © ¢ L11 _ � J o cn a cn o cn o cn D w =_ Y 8,2 6 ,2 m z z z z w D z ¢�, Z ��, Z n D 0 U 2 < o� [ 7 < o� < O ¢� i.�w * N T � cy) J .., ce) L z z z < u: Z 0 i.E z © LL z © w zz 0 0 00 Z Q Z Q� a Z© ¢Q ¢Q ¢Q 14 Q� w cc_ I-Li cc z co z [7wC z cn rWr ° w 14 © c=i) D nn 0 © D ° z O Lu �w ?w ?w ¢a 0 �z �z 9,14 {;z �z ;Z �� J o a- ❑. .J 0 �- a. �i U 2: a. J C] a- a- 0 0 W co Q cn D LL � cti � LL. cc cc) a- Cy n- CO rn n . = � ,- © ti L.F. L.F. L.F. L.F. EACH L.F. L.F. L.F. EACH EACH EACH EACH w 0 J GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE. �z -PLAIN WITH GASKETED OR WELDED AND (D REMETALIZED LONGITUDINAL SEAMS 0.109 IN. U-1 THICK, DIAMETER 3 INCHES LARGER THAN `o SPECIFIED. 8'26 SPIRAL RIB STORM SEWER PIPE: 8,26 - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 8,26 8,9,2E 17. - USE CONCRETE PIPE ANCHORS. SEE 8,26 SPECIAL PROVISIONS. SEE STANDARD PLAN B -12. mw 7D -Er REGION NO. STATE 10 WASH - --L- Jos NUMBER 94WO97 CONTRACT NO. SSG Fl N4 L AID. PBOJ. ENVIRONMENTAL &ENGINEERING SERVICE CENTER V/Washington State AP Department of Transportation 8,26 8,14,26 14 9,14 14 FOR "AS CUANO"T"'UCTED"' -� LA N S 0 UN LY SR 405 S N--8 1 TUKWILA TO FACTORIA SCaDl -- STAGE 1 SHEET 1-75 OF STRUCTURE NOTES 985 SB EETS Sir eLsl-el-1 8,26 18. --FOR 72, 96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. .2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK ", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION TANK ", DD -2. 2014 7-c- 7e-, 7� - 7 7- �r ' C7 14 r lc tir T,� 1-7 Zl% 12,14 8,2 6 ,2 4 14 14 14 9,14 14 _ 14 14 14 9,14 8126 mw 7D -Er REGION NO. STATE 10 WASH - --L- Jos NUMBER 94WO97 CONTRACT NO. SSG Fl N4 L AID. PBOJ. ENVIRONMENTAL &ENGINEERING SERVICE CENTER V/Washington State AP Department of Transportation 8,26 8,14,26 14 9,14 14 FOR "AS CUANO"T"'UCTED"' -� LA N S 0 UN LY SR 405 S N--8 1 TUKWILA TO FACTORIA SCaDl -- STAGE 1 SHEET 1-75 OF STRUCTURE NOTES 985 SB EETS Sir eLsl-el-1 STRUCTURE NOTES �<- UJ CL aw. w w w z NOTE: © © a a R:: 0 THE FIRST NUMBER OF THE w w w w CO < � '-�' F-- < "CODE DESIGNATION" BELOW U© 20 .�zc Z Q REFERS TO THE SHEET NQ. OR < Q Q ¢ "' "' ° z ° z z x ck- ACC dw.. C17 C[ cn 04 CO C!] CY? m J Q W THE SHEET REFERENCE NO. z z z z o 0 l J J w _j < w SHOWING THE DRAINAGE FEATURE. }`_- �°�" c~n ¢ c~n Q w �_-.. X = x z THE SECOND NUMBER REFERS TO w w J z a z© "' z `f' z z W_ j w _` Q Q t� 0 ° z it ° ° w o 0 c z 0 w THE DRAINAGE FEATURE 0cc c Q < N w cd- z FOUND ON THAT SHEET. c o t° cn (0 co z J� _j v' Z o z o °o 0 z m w z 3 o m m z ° �' _ a � a _ L "¢¢' 0 D(n 0(n w ❑ ❑ w W C7 J J J Lr -- = W o rn a Y- o a a. a. Q a- ¢ a_ a. w to 0 to 0 to CODE EACH EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. 8,26 8,26 At $,26 D14 -35 L 462+40 (0.5' RT} 2 819,26 D14-36 LA 6 +50 (1.45' RT) 8,26 D14-37 LA 7 +75.00 (56' RT) D14-38 LA 8 +25 (0' RT) _ 8,26 D14-39 L 4 60 +65 (154' LT) TO 461 +05 ( 153' LT) 2,14 D14-40 - l� �: . �� I. � 7- 16' -5 /�. _ 7 7 � `47 30 260 14 Dl 4-41 I�!_.z ���_ �G ~ 7 ��i ` r r� f �T 7 _ c� 40 300 12,14 D14-42 L 454+40 (105' RT) TO T/- /r3 % NJCI D14-44 LA 6 +00 (0.88' RT) TO LA 6 +00 (4.121 LT) 8,26 10 80 14 30 210 D14 --45 DI-1 105 +84.90 (7.49' RT) 20 130 14 380 2400 14 40 260 14 2 D14-46 DI-1 105 +86.79 (26.5' RT) TO 105 +84.9 (7.49' RT) 9,14 1 10 80 14 210 1500 14 D14-47 LA 6 +13 (52' LT) TQ L 460 +00- (5�� r -7/ -7)- 10 60 14 210 1510 D 14-48 LA 6 +58 (52' LT) TO LA 6 +13 (52' LT) 240 1660 9,14 8,26 26 D15-1 LA 11+00 (7.45' LT) TO LA 8 +00 (6.90' LT) 8,26 8,14,26 D15- -2 LA 11 +00 (3.4' LT) TO LA 11 +00 (7.45' LT) 250 1740 14 3 240 1690 9,14 D15-3 LA 14 +00 (6.42".0 TO 11 +00 (7.45' LT) 230 1620 14 ,1-3— -- 2-09 -- A1W Washington State y Department of Transportation ��- . 1L, 1 ' :?� f 3 �-`n 7'0 ��5 -f- c � 30' L- T. D15-4 LA 14 +00 {2.42' LT} TO 14 +00 (6.421 LT) D15-5 LA 17 +00 (2.60' LT) TO 14 +00 (6.42' LT) D15 -6 LA 20 +00 (2.95' L TQ LA 7+ 0 (2.60' LT) 1 -b � C f 6� C n - - �? 4, 1-12- U LT i 3, Ll k Dl 5-7 LA 12 +00 (1' RT) Dl 5-8 LA 12 +00 (50' RT) D 15-9 LA 16 +00 (0' RT) D 15-10 LA 19 +96 (0' RT) D15-11 LA 20 +00 (0' R 7 A e, -F) D16-1 LA 23 +00 (2.38' LT) TO 20 +00 (2.95' LT) D 16-2 LA 26 +00 (1.77' LT) TO LA 23 +00 (2.38' LT) Dl 6-3 LA 29 +00 (1.35' LT) TO LA 28 +00 (1.77' LT) �'�' 7—a — cD ._ S HE ET TOTAL REGION N°. STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 10 WASH DESIGNED BY K. EZEOKEKE ENTERED BY S. LARSON 7117195 OR ECKED 13Y R. SUAFOA JOB NUM$ER 94WO97 PROT - J. JOHNSON REGION • R.Q. ANDERSON CONTRACT NO V C2 ��v DATE DATE REVISION BY Ll GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". aft FOn AS CONSTKUCTED PLAIIS" ONLY SR 405 TUKWILA TO FACTORIA SN -82 SCaDI - STAGE I SHEET n6 OF STRUCTURE NOTES 985 SHEE'T'S SR yaS /y /7 I 8,26 10 80 14 30 210 4 20 130 14 380 2400 14 40 260 14 2 210 1470 9,14 10 80 14 210 1500 14 10 60 14 210 1510 14 6 240 1660 9,14 8,26 26 8,26 8,14,26 250 1740 14 3 240 1690 9,14 230 1620 14 ,1-3— -- 2-09 -- A1W Washington State y Department of Transportation GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". aft FOn AS CONSTKUCTED PLAIIS" ONLY SR 405 TUKWILA TO FACTORIA SN -82 SCaDI - STAGE I SHEET n6 OF STRUCTURE NOTES 985 SHEE'T'S SR yaS /y /7 I NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE I LOCATION D14 -35 L 462+40 (0.5' RT) D 14 -36 LA 6 +50 (1.45' RT) D14-37 LA 7 +75.00 (56' RT) D 14 -38 LA 8 +25 (0' RT) D 14 -39 L 460 +65 (154' LT) TO 461+05 (153' LT) D14-40 . D 14-41 ' rt D 14-42 L 454+40 ( 1051 RT) TO 4= 4, 5 i 36 (62' RT-) alvcu DT K. EZEOKEKE RED BY S. LARSON 7117 �KED R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON Q D14-44 LA 6 +00 (0.88' RT) TO LA 6 +00 (4.12' LT} D14-45 DI-1 105 +84.90 (7.49' RT) 37g D14-46 DL1 105 +86.79 (26.5' RT) TO 105 +84.9 (7.49' I / "3' GENERAL NOTES: D14-47 LA 6 +13 (52' LT) TO L 460 +00 4 L D 14-48 LA 6 +58 (52' LT) TO LA 6 +13 (52' LT) u- .�2r4I -- y9 pL, t 0S� 1�z C/S C D15-1 LA 11 +00 {7.45' LT} TO LA 8 +00 (6.90' LT) a Dl 5-2 LA 11+00 (3.4' LT) TO LA 11+00 (7.4 5' LT) Dl 5-3 LA 14 +00 (6.42' . T) TO 11+00 (7.45' LT) J Q ) 15-3 7-o C30� • U D 15-4 LA 14 +00 (2.42' LT) TO 14 +00 (5.42' LT) Cr D15-5 LA 17 +00 (2.60' LT) TO 14 +00 (6.42' LT) M* D1&-6 LA 20 +00 2.95 LT} TO LA 17 +00 (2.60' LT) J w m �`�, r 1- 7 0 q�� w D15-7 LA 12 +00 (1' RT) Dl 5-8 LA 12 +00 (50' RT) M Dl 5-9 LA 16 +00 (0' T} D 15-10 LA 19 +96 (0' RT) C.Y. D15-11 LA 20 +00 (0' R D16-1 LA 23 +00 (2.38' LT) TO 20 +00 (2.95' LT) D16-2 LA 26 +00 (1.77' LT) TO LA 23 +00 (2.38' LT) D 16-3 LA 29 +00 (1.35' LT) TO LA 26 +00 (1.77' LT) CD SHEET TOTAL alvcu DT K. EZEOKEKE RED BY S. LARSON 7117 �KED R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON Q f Y u 0 z 37g z J / "3' GENERAL NOTES: 0 ci ol: _ u- o� 0 C LL a o z J J J Q W U U Cr ° M M* m m J w m �`�, w <o w ¢ w � cr w Z M O C.Y. C.Y. C.Y. TON C.Y. 2 1 2 1 0 n 1 1 2r 1 1 1 1 1 1 1 1 1 1 m n :1 0 m M STRUCTURE NOTES n f Y u ., -, f ) CJ 37g G -z ; 3g� / "3' GENERAL NOTES: r wG C Q Q 32. CONNECT TO EXISTING MANHOLE D6-53. Z Z z co co co 33. INSTALL GRATE INLET AT LOWEST ~ cn ELEVATION EAST OF WALL #3. CD J u1 C1 N C1 W s- ° z o o © o z 34. SEE DETAIL DD -5. z z z z Z Q [�!7 U � J J � °- z 35. BEVELED END SECTION REQUIRED. U) (n a w w o� 0 SEE STANDARD PLAN B -7A. d uj 36. BORING FROM WETLAND ON SHOULDER C.Y. EACH EACH EACH EACH EACH EACH WILL NOT BE ALLOWED. 0.2 8,26 0.1 8'26 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 0.1 8,26 0.1 8,9126 0.1 8,26 1 0.1 DATE DATE I REVISION 0.1 0.1 0.1 8,26 2,14 14 12,14 O ic 14 9,14 14 14 14 14 9,14 m 0.1 8,26 8114,26 [FORK � � C^Pm . s � ¢� P J�r PLAN 1 4 - A LY 9, 17 -7 0 Z- - E 5 F/ 1� � � CJ � /30� � 14 REGION NO. STATE FED. AID. P OJ. NO. ENVIRONMENTAL & ENGINEERING SR 405 SN-83 1 ❑ WASH SERVICE CENTER Washington Stag TUKWILA TO FACTCRIA Department of Transportation SC8DI - STAGE I SHEET JOB NUMBER 94WO97 SOY CONTRACTNO. STRUCTURE NOTES 9B5 Y 78 6 SHEETS STRUCTURE NOTES D 14 -35 L 462+40 (0.5' RT) D14.36 LA 6 +50 (1.45' RT) D14 -37 LA 7 +75.00 (56' RT) D14-38 LA 8 +25 (0' RT) D14-39 L 460 +55 (154' LT) TO 461+05 (153' LT) ■�1iMrw7ftMW,7^W&MbTAAW. rwirw!lAi rl A�■D�f11 �� � ��a►�� ^ ZSr ►�w ` � . . Ed— NOTE: D15-1 z < < ° THE FIRST NUMBER OF THE z co z co z z 9,14 D15-2 LA 11+00 (3.4' LT) TO LA 11+00 (7.45' LT) © j w "CODE DESIGNATION" BELOW - a c � 14 D15-3 LA 14+00 (6.12 LT TO 11 +00 (7.45' LT) z 0 z x � REFERS TO THE SHEET NO. OR cv cv � c„ ° czt w ~ �i ~ z r cn _j < Q CO .fin TO r � THE SHEET REFERENCE NO. O Q 0 o FL © o uj `) ¢ x w w = � a Q ui � SHOWING THE DRAINAGE FEATURE. � � 0 C\j w cz, � z w m o 0 c� o o THE SECOND NUMBER REFERS TO N Y-- CV � CV CO CV � �' `f F-�- f ] x � W J U Q U z° � THE DRAINAGE FEATURE w L w aa- w au'. w a. D15-6 ui w 0 U o� C3 o a �� FOUND ON THAT SHEET. o� c�� o� a~ 0,- 0c., � ; w<_) w = Z� z z� z� z r z�� Z w z� = w za D a z� zcr 12 2 UQ Z O z o oz Q z < F-- < Q Off- C) cn Doc -j LL 8,26 c) c) :D CODE ^ LOCATION EACH EACH EACH EACH EACH EACH 1 EACH EACH EACH EACH EACH S.Y. D 14 -35 L 462+40 (0.5' RT) D14.36 LA 6 +50 (1.45' RT) D14 -37 LA 7 +75.00 (56' RT) D14-38 LA 8 +25 (0' RT) D14-39 L 460 +55 (154' LT) TO 461+05 (153' LT) D 14-44 LA 6 +00 (0.88' RT) TO LA 6 +04 (4.121 LT) D14-45 DI-1 105 +84.90 (7.49' RT) D14-46 i DL1 105 +86.79 (26.5' RT) TO 105 +84.9 (7.49' RT) D14-47 LA 6 +13 (52' LT) TO L 460 +oa 7 "z_ r. D14-48 LA 6 +58 (52' LT) TO LA 6 +13 (52' LT) 1 1 3 -1 cn w °z w z w w ui me 8,26 2,14 14 12,14 8,26 14 4 14 1 14 ■�1iMrw7ftMW,7^W&MbTAAW. rwirw!lAi rl A�■D�f11 �� � ��a►�� ^ ZSr ►�w ` � . . Ed— D15-1 LA 11+00 47.45' L TO LA 8 +00 (6.90' LT) D 14-44 LA 6 +00 (0.88' RT) TO LA 6 +04 (4.121 LT) D14-45 DI-1 105 +84.90 (7.49' RT) D14-46 i DL1 105 +86.79 (26.5' RT) TO 105 +84.9 (7.49' RT) D14-47 LA 6 +13 (52' LT) TO L 460 +oa 7 "z_ r. D14-48 LA 6 +58 (52' LT) TO LA 6 +13 (52' LT) 1 1 3 -1 cn w °z w z w w ui me 8,26 2,14 14 12,14 8,26 14 4 14 1 14 DATE ]_DATE REVISION 0 r' s GENERAL NOTES: FOR ` CurN""STRUCTED PLANS" 0"' N LY SR 405 TUKWILA TO FACTORIA SN -H4 SCaDl w STAGE I SEFET A78 STRUCTURE NOTES 1985 SHEETS ,5a ye r"? P-Z. /�E "RE io 10 D15-1 LA 11+00 47.45' L TO LA 8 +00 (6.90' LT) 9,14 D15-2 LA 11+00 (3.4' LT) TO LA 11+00 (7.45' LT) 14 D15-3 LA 14+00 (6.12 LT TO 11 +00 (7.45' LT) 14 .fin TO D15-4 LA 14 +00 (2.42' LT) TO 14 +00 (6.42' LT) 14 D15-5 LA 17 +00 (2.60' LT) TO 14 +00 (6.42' LT) 14 D15-6 LA 24 +00 (2.95' LT) TO LA 17 +00 (2.60' LT) 9,14 55-x- / 7p r S -`/Z `L-T 7o �° f �T� D15-7 LA 12 +00 (1' RT) 8,26 D 15-8 LA 12 +00 (501 RT) 1 D15-9 LA 16 +ao ( 1 RT) 26 1}l ��� 5 /S9� C� 3 ro /v-LIO 0 0 C--3 2" { � �• D15-10 LA 19 +96 40' RT3 8,26 D15-11 LA 20 +00 o' RT)_ 2 8114,26 P1 -5 �' S� -� � �r t�F � C7 � �``�P x'I r tell _-5-3 D16-1 LA 23 +00 (2.38' LT} TO 20 +00 (2.95' LT) 14 D16- -2 LA 26 +00 (1.77' LT) TO LA 23 +00 (2.38' LT) 9,14 D16-3 LA 29 +00 (1.35' LT) TO LA 26 +00 (1.77' LT) -F -/—/' Z- j E� Fl. /!/ 1 EC-D ` D 00.fC 1- 14 SHEET TOTAL"" 11FC -TON Nn. ENVIRONMENTAL & ENGINEERING DESIGNED By SERVICE CENTER Washington State K. EZEOKEKE � � WASH � Department of Transportation BY P P ENTERED S. CARSON 7117195 CHECKED 07 R. SUAFOA JOB NUMBER PM3J. ENGR. J. JOHNSON 94WO97 REGIOR • R.Q. ANDERSON CONTRACT NO. DATE ]_DATE REVISION 0 r' s GENERAL NOTES: FOR ` CurN""STRUCTED PLANS" 0"' N LY SR 405 TUKWILA TO FACTORIA SN -H4 SCaDl w STAGE I SEFET A78 STRUCTURE NOTES 1985 SHEETS ,5a ye r"? NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE I LOCATION Dl 6-4 LA 31+62 (1.84' LT) TO 29 +00 41.35' LTj D 16-5 LA 31+62 (5.84' LT) TO 31+62 (1.84' LT) D16-6 LA 31+82 (5.92' LT) TO 31+62 (5.84' LT) LA Dl 6-7 LA 24+05 (46' LT) D16-8 LA 24 +00 (4' RT) Dl 6-9 LA 24 +00 (40' RT} 111 -5" L_ '4-T Tc: 3 Lz D16-10 LA 28 +00 (50' LT) D16-11 LA 28 +05 (2.5' RT) D16-12 LA 30 +70 (50' LT) D 16-13 LA 31+56 (l.64' LT) D 15.14 LA 31+50 (50' RT) D16-15 LA 32 +50 (50' LT) D16-16 LOA 34 +00 (50' LT) D 16-17 LA 31+50 (50' RT) TO 38 +00 (54.25' RT} D17 -1 LA 34 +00 (2.42' LT) TO 34 +00 46.42' LTj Dl 7-2 LA 34 +00 (6.42' LT) TO 31+62 (1.84' LT) D17 -3 LA 37 +00 (7.54' LTj TO 34 +00 (6.42' LT) D17-4 LA 40 +00 (6.26' LT) TO 37 +00 (7.54' LT) Dl 7-5 LA 43 +04 (1.98' LT) TO 42 +84 (2.01' LT) Dl 7-6 LA 42 +84 (2.01' LT) TO 42 +84 (6.01' LT) D17- -7 LA 42 +84 (6.01' LT) TO 40 +00 (6.26' LT) D17 -8 LA 45 +00 (3.62' LT) TO 42 +84 (6.01' LT) D17 -9 LA 45 +00 (0.38' RT) TO 45 +00 (3.62' LT) D 17•-10 LA 34 +58 (6' LT) D17 -11 LA 34 +58 (50' RT) D17 -12 LA 43 +38 (48' RT) w J z J FW- ❑ D17 --13 LA 43 +55 (50' LT) D17-14 LA 44 +04 (50' LT) D17 -15 LA 44 +04 (0' RT) � ¢ 9,14 9,14 D17 -16 LA 45 +50 (50' LT) NNCU DT K. EZEOKEKE RED BY S. LARSON RED R. SUAFOA • ENGR. J. JOHNSON R.Q. ANDERSON w O Q Z a w ac EACH 1 SHEET TOTALS 1 m F- 0 w cr EACH 1 1 1 1 1 1 DATE L DATE_ 1_ REVISION w J Z w w v a U 0 w CC EACH t'� STRUCTURE NOTES-*- 3I1 SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. -- CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 1N. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. N - - - -9'1 - 14 0 J w a E..-, 0 w J z J FW- ❑ ..J Z Z U z wQ EACH QL 14 ❑ Q Z D < 8,9,11,14,26 2 � ¢ 9,14 9,14 14 ui < w Q Z W J W x x w ❑ ¢ ca = J U Z _j 0 w w 0 Z 0 = a. _ EACH C.Y. C.Y. G.Y. C.Y. 3I1 1 1 RECION NO. STATE FED. AID. PROJ. NU. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94W097 CONTRACT NO. LLJ u- 2 w a w J Z R -r ■i L_J EACH U-1 z Q CL J co L.F. �l F_ z n cn cc w J U- C.Y. Washington State V/Af Department of Transportation GENERAL NOTES: "GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. cn w 0 z �z W W co SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. -- CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 1N. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. N - - - -9'1 - 14 0 J w Z E..-, w w J z w U FW- ❑ U C� EACH EACH 1 1 RECION NO. STATE FED. AID. PROJ. NU. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER JOB NUMBER 94W097 CONTRACT NO. LLJ u- 2 w a w J Z R -r ■i L_J EACH U-1 z Q CL J co L.F. �l F_ z n cn cc w J U- C.Y. Washington State V/Af Department of Transportation GENERAL NOTES: "GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. cn w 0 z �z W W co SEE SPECIAL PROVISIONS. 1. - EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. -- CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 1N. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. - - - -9'1 - 14 8126 8,26 8,25 11 11,26 5,15737 14 14 9'14 8,9,11,14,26 2 14 9,14 9,14 14 8,26 8126 X1 I STRUC"TED v�� 7 y [//]33��" 44 A L 1 .3 'r9 % F= �f 1i,� :N �u' z SR 405 -85 TUKW ILA TO FAQ` ORIA S N SCEIDI STAGE € SHEET 1 -79 Or STRUCTURE NOTES 985 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE • :1 C.Y. 45 w 0 0 a w C.Y. J t¢i cr a TON co w CL d 0 w z L.F. 650 0 z w Q cc 0 L.F. STRUCTURE NOTES->�� z cv w CL J �z m z ❑c U D EACH Q 04 c\i w a F., Z � a m z _< E-- cr U Q EACH Q © 0 z tr � Q w w a co w a z cc co 0 M U co 0 � U eC EACH SAIR too Wl EACH 1 1 1 0 w w a 0 Q U EACH 1 1 1 1 IJ s T �ti C ;J EACH BSI w CL w w Q) cc 0 z w L.F. 270 10 10 240 310 300 10 290 220 5'11�111 W CL w w a) cr 0 O z [L Z L.F 0 D D GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: cn NIZED STEEL STORM SEWER P a -TR. 5, 0. . THICK. z -TR. 2 WIT H WE ASKETED � LONG ITU DI N AMS, 0. . THICK, z DIAM 3 INCHES LARGER THA Lu ECIFIED. w w U) ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 9114 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. 2 SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. _ AtUMIJNUM STORM SEWER PIPE: 8,26 JR. 5, 0.0 THICK. 8,26 -PLAIN WITH GA ONGITUDINAL SEAMS IN. THICK, DIA - 3 INCHES GER THAN SPECIFIED. W 8,26 11 SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH 11,26 ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZE STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. GALVANIZED O ROW 5,15,37 PITCH GA 1N. THICK. ABLE 8 -9.9 OF HYDRAULICS MANUA . 14 THERMOPLASTIC STORM SEWER PIPE 14 CONFORMING TO SECTION 9 -05.19 OFTHE 9,14 AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 8,9,11,14,26 1N. COVER NOT TO EXCEED 15 FEET. 2 14 9,-14 9,14_ 4 14 D17 -10 LA 31+62 (1.84' LT) TO 29 +00 (1.35' LT) _D16-4 Dl 6-5 LA 31+62 (5.84' LT) TO 31+62 ( 1.84' LT) Dl 6-6 LA 31+82 (5.92' LT) TO 31+62 (5.84' LT) IG/- 5 & Z-A -I Z' L -Co Uq e+-- Dl 6-7 LA 24 +05 (46 LT) D 16-8 LA 24 +00 (4' RT) 8,26 Dl 6-9 LA 24 +00 (40' RT) Dl z-1-57 7 ` '- Tb D16-10 LA LA LA 28 +00 (50' LT} 28 +05 (2.5'R-0 30 +70 (50' LT) D16-11 D16-12 LA 31+56 (1.64' LT) Dl 6-13 D16-14 LA 31+50 (50' RT) _..._ D 1 6-15 LA 32 +50 (50' LT) D16-16 LA 34 +00 (50' LT) D16 -17 LA 31 +50 (50' RT) TO 38 +00 (54.25' RT) 1) 1 Io- I& �-?q D17 -1 LA 34 +00 (2.42' LT) TO 34 +00 (6.42' LT) D17 -2 LA 34 +00 (6.42' LT) TO 31 +62 (1.84' LT) D17 -3 LA 37 +00 (7.54' LT) TO 34 +00 (6.42' LT) 1 Lk -1q �Sl +IZ ba Z�,� k D17-4 LA 40 +00 (6.26' LT) TO 37 +00 (7.54' LT) Dl 7-5 LA 43 +04 (1.98' LT) TO 42 +84 (2.01' LT) D17 -6 LA 42 +84 (2.01' LT) TO 42 +84 (6.01' LT) LA 43 +55 (50' LT) D17 -7 LA 42 +84 (6.01' LT) TO 40 +00 (6.261 LT) D17-8 LA 45 +00 (3.62' LT) TO 42 +84 (6.01' LT) D17 -9 LA 45 +00 (0.38' RT) TO 45 +00 (3.62' LT) • :1 C.Y. 45 w 0 0 a w C.Y. J t¢i cr a TON co w CL d 0 w z L.F. 650 0 z w Q cc 0 L.F. STRUCTURE NOTES->�� z cv w CL J �z m z ❑c U D EACH Q 04 c\i w a F., Z � a m z _< E-- cr U Q EACH Q © 0 z tr � Q w w a co w a z cc co 0 M U co 0 � U eC EACH SAIR too Wl EACH 1 1 1 0 w w a 0 Q U EACH 1 1 1 1 IJ s T �ti C ;J EACH BSI w CL w w Q) cc 0 z w L.F. 270 10 10 240 310 300 10 290 220 5'11�111 W CL w w a) cr 0 O z [L Z L.F 0 D D GENERAL NOTES: 14 - ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: cn NIZED STEEL STORM SEWER P a -TR. 5, 0. . THICK. z -TR. 2 WIT H WE ASKETED � LONG ITU DI N AMS, 0. . THICK, z DIAM 3 INCHES LARGER THA Lu ECIFIED. w w U) ALUMINIZED STEEL STORM SEWER PIPE: - TR. 5, 0.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 9114 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. 14 THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. 2 SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. _ AtUMIJNUM STORM SEWER PIPE: 8,26 JR. 5, 0.0 THICK. 8,26 -PLAIN WITH GA ONGITUDINAL SEAMS IN. THICK, DIA - 3 INCHES GER THAN SPECIFIED. W 8,26 11 SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH 11,26 ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZE STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. GALVANIZED O ROW 5,15,37 PITCH GA 1N. THICK. ABLE 8 -9.9 OF HYDRAULICS MANUA . 14 THERMOPLASTIC STORM SEWER PIPE 14 CONFORMING TO SECTION 9 -05.19 OFTHE 9,14 AMENDMENT TO THE STANDARD SPECIFICATIONS . SIZE NOT TO EXCEED 24 8,9,11,14,26 1N. COVER NOT TO EXCEED 15 FEET. 2 14 9,-14 9,14_ 4 14 D17 -10 LA 34 +58 (6' LT) 8,26 D17-11 LA 34 +58 (50' RTC D 17 -12 LA 43+38 (4 8' RT) D17-13 LA 43 +55 (50' LT) D17 -14 LA 44 +04 (50' LT) D17 -15 LA 44 +04 (0' RT) 8,26 D17 -16 LA 45 +50 (50' LT) � ' - ' SHEET TOTAL - -650- 1 1 1 -- - I --fir- �- �-6- REGION NrO. STATEL 1111 FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washin on State � pe rtment of Trans ortation P 10 WASH OESIGNED BY K. EZEOKEKE 5NTERED BY S. LARSON 7/17195 CHECKED 13Y R. SUAFOA JOB NUMBER WC97 PROT FNGR. J. JOHNSON REGION-ADM- R.Q. ANDERSON ONTRACT NO. DATE DATE I REVISION BY FuN AS `ON,STM Gru: r:iJ �i 5 �i L SR 405 TUMILA TC FACTORIA SN -86 SCaD1 STAGE I SHEET 1ST OF STRUCTURE NOTES 985 SHEETS s�ryo5�vr7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. WENT; D 16-4 LA 31+62 ( 1.84' LT) TO 29 +00 ( 1.35' LT) Dl 6-5 LA 31+62 (5.84' LT) TO 31+62 (1.84' LT) D16-6 LA 31+82 (5.92' LT) TO 31+62 (5.84' LT) DjLI- L )A 7+ c2_ T L-A 0+0c) Z L-T- D16-7 LA 24 +05 (46' LT) LT) D16-8 LA 24 +00 (4' RT) LT) Dl 6-9 LA 24 +00 (40' RT) RT) D) i -A7+ov ut z.L % 7 -f-,1-1.3 D16-10 LA 28 +00 (50' LT) LA D16-11 LA 28 +05 (2.5' RT) D16-12 LA 30 +70 (50' LT) o Q D 16-13 LA 31+56 (1.64' LT) Dl 6-14 LA 31+50 (50' RT) D 16-15 LA 32 +50 (50' LT) D16-16 LA 34 +00 (50' LT) D 16-17 LA 31+50 (50' RT) TO 38 +00 (54.25' RT) D1u-i ;- +v {�_r D17 -1 LA 34 +00 (2.42' LT) TO 34 +00 (6.42' LT) Dl 7-2 LA 34 +00 {6,42' LT} TO 31+62 (1.84' LT) Dl 7-3 LA 37 +00 (7.54' LT) TO 34 +00 {6.42' LT} i a _ 2-A r 51+0 D17-4 LA 40 +00 (6.26' LT) TO 37 +00 (7.54' LT) D17 -5 LA 43 +04 (1.98' LT) TO 42 +84 (2.01' LT) Dl 7-6 LA 42 +84 (2.01' LT) TO 42 +84 (6.01' LT) mot`~ 0 Qrl- U-) D17 -7 LA 42 +84 (6.01' LT) TO 40 +00 (6.26' LT) D17 -8 LA 45 +00 (3.62' LT) TO 42 +84 (6.01' LT) D17- -9 LA 45 +00 (0.38'R-0 TO 45 +00 (3.621 LT) D17-10 LA 34 +58 (6' LT) D17 -11 LA 34 +58 (50' RT) D17 -12 LA 43 +38 (48' RT) D17 -13 LA 43 +55 (50' LT) D 17--14 LA 44+04 (50' LT) D17 -15 LA 44 +04 (0' RT) D17-16 LA 45 +50 (50' LT) :INCU MT K. EZEOKEKE RED BY S. CARSON RED R. SUAFOA • ENGR. J. JOHNSON 5NA R.Q. ANDERSON w CL w W co M 0 0 0 Z Z L.F. 266 240 302 300 285 216 SHEET TOTAL 1 -+6W DATE DATE w CL w w co co z :� 0 Q n- cv L.F. w z o Z ° CC w J 0 a. L.F. J__ F REVISION r, II w w cn z o< Z 5 > ~ w a U CL L.F. �_ w w z 0 0 < Z w z � w a 0 CL L.F. 1�3 I cc w w U3 0 co z c� < z Z E o cr- C\l a REGION 110 • STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. L.F. F7 ,l STRUCTURE NOTES* w 0 0 w CL 0 Z w cc J Q 0 w U u7 EACH L 20 20 E- co2 c> L3 oc%- �e- ENVIRONMENTAL &ENGINEERING SERVICE CENTER w w 0 z w w w w w 9,14 14 2 GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B -12. 8,26 1 18. --FUR 72, 96 AND 120 INCH DETENTION 11 1 TANKS: 11,26 ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" x 1" 5,15,37 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 TH ICK. � 14 ALUMINIZED STEEL STORM SEWER PIPE: 9,14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" --J CORRUGATIONS WITH WELDED OR 8,9,11,14,26 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 2 TH ICK. 14 19. SEE "BACKFlLL DETAIL FOR CONCRETE 9,14 PIPE DETENTION TANK", DD -2. 9,14 14 20. SEE "BACKFlLL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION 8126 1 TANK", DD -2. r% %q M wx_� r� ,( P F% FON AS Gnwn 8126 � Gli�;li"tlY 1AUNS SR 405 -87 Washington State TUKWIL.A TO FACTORIA SN Department of Transportation SCaDl STAGE I SHEET I8� OF STRUCTURE NOTES 985 SHEETS S/I yd��Y /7 7z Z Z o Q Q d Lu w F- w ~ w = J W Z J W = J ,�� m © U7 Y U7 Y mot`~ 0 Qrl- U-) z z z _ Z © d o z F-- F_ F- � _� ZQ QQ ¢Q <o._< Q x ° ~ o o o a° z z° � o L U- ° a � a M a. ❑ ° 6, L.F. L.F. L.F. EACH EACH EACH EACH 20 20 E- co2 c> L3 oc%- �e- ENVIRONMENTAL &ENGINEERING SERVICE CENTER w w 0 z w w w w w 9,14 14 2 GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B -12. 8,26 1 18. --FUR 72, 96 AND 120 INCH DETENTION 11 1 TANKS: 11,26 ACCEPTABLE ALTERNATES FOR STORM SEWER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" x 1" 5,15,37 CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. 14 TH ICK. � 14 ALUMINIZED STEEL STORM SEWER PIPE: 9,14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" --J CORRUGATIONS WITH WELDED OR 8,9,11,14,26 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 2 TH ICK. 14 19. SEE "BACKFlLL DETAIL FOR CONCRETE 9,14 PIPE DETENTION TANK", DD -2. 9,14 14 20. SEE "BACKFlLL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION 8126 1 TANK", DD -2. r% %q M wx_� r� ,( P F% FON AS Gnwn 8126 � Gli�;li"tlY 1AUNS SR 405 -87 Washington State TUKWIL.A TO FACTORIA SN Department of Transportation SCaDl STAGE I SHEET I8� OF STRUCTURE NOTES 985 SHEETS S/I yd��Y /7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE Dl 6-4 LA 31+62 (1.84' LT) TO 29+00 (1.35' LT) D 16-5 LA 31+62 (5.84' LT) TO 31+62 ( 1.84' LT) D16-6 LA 31+82 (5.92' LT) TO 31+62 (5.84' LT) 10 8,26 11 D 16-7 LA 24 +05 (46' LT) LT) Di 6--8 LA 24 +00 (4' RT) LT) D16-9 LA 24 +00 (40' RT) RT) 14 T-0 `i + 1-1 D16-10 LA 28 +00 (50' LT) 45 +50 (50' D16 --11 LA 28 +05 (2.5' RTj D16-12 LA 30 +70 (50' LT) D16-13 LA 31+56 (1.64' LT) D 16-14 LA 31+50 (50' RT) D16-15 LA 32 +50 (50' LT) D 16.16 LA 34 +00 (50' LT) D 1 6-17 LA 31+50 (50' RT) TO 38 +00 (54.25' RT) J)) v - S /--A 2-�--- D S � Z' �T D17-1 LA 34 +00 (2.42' LT) TO 34 +00 (6.42' LT) D17-2 LA 34 +00 (6.42' LT) TO 31+62 (1.84' LT) D17-3 LA 37 +00 (7.54' LT) TO 34 +00 (5.42' LT) 0 i ct M t q L=a� D17-4 LA 40 +00 (6.26' LT) TO 37 +00 (7.54' LT) D17- -5 LA 43 +04 (1.98' LT) TO 42 +84 (2.011 LT) D17-6 LA 42 +84 (2.01' LT) TO 42 +84 (6.01' LT) D17-7 LA 42 +84 {6.01' LT} TO 40 +00 (6.26' LT) D17- -8 LA 45 +00 (3.62' LT) TO 42 +84 (6.011 LT) D17 -9 LA 45 +00 (0.38' RT) TO 45 +00 (3.621 LT) D17.10 LA 34 +58 (6' LT) D17 -11 LA 34 +58 (50' RT) D17 -12 LA 43 +38 (48' RT) 10 8,26 11 D17 -13 LA 43 +55 (50' LT) 617 -14 LA 44 +04 (50' LT) D 17-•15 LA 44 +04 (0' RT) 14 D 17 -16 LA 45 +50 (50' LT) - IN U OT K. EZEOKEKE RED BY S. LARSON ,KED BY R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON S HE ET TOTAL 7117 DATE I DATE °d w Y J iao z F-- w rr d U7 Q z � z O o rn EACH 1� I r� i L" J CID z i^ w x Q U? z Z 3 a © Ir- 1;L"'1 77 REVISION n Z co w Q w m w a EACH ?S 79 a [V 0 0 0) m W EACH C] d d w a -J U = H to z � o 0- n L.F. w CL cc a w W 2 a H :� co Q z z w c1! J T �- b "' � J 0 0 REGION W. S A E 10 WASH JOB NUtdBER 94WO97 CONTRACT NO. BY V 7 g-� L.F. �f STRUCTURE NOTES * w CL W w ZE X <0 Q a cc z W CO _j Q L0 � J © U L.F. via- w w U7 Cr 0 z U) cq J �. W = w w Z w z CD � w D a J d a. L.F. 71 cr- w Lu U) J W = W = � Z w N a z C5 w J a- d o_ (S C�o L.F. -' 1 m W UJ cn d O � CO cO CO LU �_.. c~n z © ;� 6 D a. J d a L.F. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 7? 01 z w Q H v) n a EACH 0 91 j�� w z m J cc O Q 0 W S.Y. '3 RIA F- � J d d x = w _j w 0 w Z }-- m � U7 co 0 C.Y. 190 10 10 10 170 300 220._. 10 30 ►J _0 I--" W z m M C!y oU) :5 to 0 S.F. •tt :t 80 1200 2110 ozel w O J w W 0 GENERAL NOTES: 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTU DINAL SEAMS. w 01' 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30, SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 210 1460 9,14 74 2 160 1120 8,26 8,26 10 8,26 11 11,2.6 5,15,37 14 14 9,14 �9� -- ,14,25 2 14 6 210 1460 1 9,14 3 160 1120 9,14 10 80 14 -1--q - -927-0- Washington Stag Department of Transportation 8,26 SR 405 TUKWILA TO FACTORIA SN ~$� SCaDI STAGE I SHEET 182— 82— OF STRUCTURE NOTES 985 SHEETS S� ytir�� /l7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LOCATION D 16.4 LA 31+62 (1.84' LT) TO 29 +00 (1.35' LT) D16-5 LA 31+62 (5.84' LT) TO 31+62 (1.84' LT) D16-6 LA 31+82 ( 5.92' LT) TO 31+62 ( 5.84' LT) 01 q -- SCE 'A I �3 0' bT o LP1 5+C> C> Z ` L-r- D 16-7 LA 24 +05 46' LT) Dl 6-8 LA 24 +00 (4' RT) LT} D16-9 LA 24 +00 (40' RT) LT) b il- 5-1 D16 --10 LA LA -1 + o o Lo' 28 +00 (50' LT) (L-P L i D16-11 LA 28 +05 (23 RT} � < D 16-12 LA 30+70 (50' LT) D16-13 LA 31+56 (1.64' LT) D 16-14 LA 31+50 (50' RT) Q a D 16-1 5-i LA 32+50 (50' LT) z z � D -1 6-16 LA 34+00 (50' LT) D 16-17 LA 31+50 (50' RT) TO 38 +00 (54.25' RT) z Z D17-1 LA 34 +00 {2.42' LT} TO 34 +00 (8.42' LTA D17-2 LA 34 +00 (6.42' LT) TO 31+62 (1.84' LT) D17- -3 LA 37 +00 {7.54' L`o TO 34 +00 (6.42' LT) —Y- D17-4 LA 40 +00 (6.26' LT) TO 37 +00 (7.54' LT) D 17 -5 LA 4 3 +04 (1.98' LT) TO 42 +84 (2.01' LT) D17-6 LA 42+84 ( 2.01 ' LT) TO 42+84 ( 6.01' LT) D17 -7 LA 42 +84 (6.01' LT) TO 40 +00 (6.26' LT) D17 -8 LA 45 +00 (3.62' LT) TO 42 +84 (6.01' LT) D17-9 LA 45 +00 (0.38' RT) TO 45 +00 {3.62' LT} D 17 -10 LA 34 +58 (6' LT) D17 -11 LA 34 +58 (50' RT) D17 -12 LA 43 +38 (48' RT) . ;Z� 3542 37./ z a D17 -13 LA 43 +55 (50' LT} D 17 -14 LA 44+04 (50' LT) D17-15 LA 44 +04 (0' RT) D17-16 ILA 45 +50 (50' LT) SHEET TOTAL nrvcU UT K. EZEOKEKE S. LARSON 711 �KED B7 R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON DATE f DATE STRUCTURE NOTES *- , �� 3 � 3 � 33 � .� �g . ;Z� 3542 37./ z a � < Q a Q z z � z Z z Q w a. � _ " co co OC t7C cc 0 o a z w 014 � 04 w J J J a w p Z a w w w z t] U L3 cr w C7 z = z D D D C� J Q m m% m m° J J ° LU � LuM z _, m + Q o cr z z o o O w Q© CC- ¢ 0 z w z U- Z a z< w C3 C] LU C3 m 0 u7 U C] Q Q ¢ -- -�- © cn EACH EACH EACH EACH G.Y. G.Y. C.Y. TON G.Y. G.Y. EACH EACH 1 35 9,14 1 1 ' 14 1 4 2 0.1 8,26 0.1 8,26 0.1 8,26 11 11,26 40 5,15, 37 1 1 14 1 32 14 1 41 9,14 1 41 0.2__ 8,9,11,14,26 2 1 4 1 4 14 1 38 9,14 1 29 9,14 1 1 14 REVISION cM TO i, ae- M S E /E-- REG I ONt NO- STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NiO. 0.2 0.1 F l N Z_ I P OJ. NO ENVIRONMENTAL &ENGINEERING SERVICE CENTER GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B -7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 8.26 PLAE�q� =v �F Aft. SR 405 Washington state TUKWILA TO FACTQRIA SN -89 v,F Department of Transportation S C & D I - STAGE I SUEET 183 STRUCTURE NOTES 985 SHEETS Jw yaSl�Y /7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE I LOCATION D 16-4 LA 31+62 (1.84' LT) TO 29 +00 (1.35' LT) Dl 6-5 LA 31+62 (5.84' LT) TO 31+62 (1.84' LT) Dl 6-6 LA 31+82 (5.92' LT) TO 31+62 (5.84' LT) RT) � a ``14 �-1 2� C2' LT kq 0 Dl 6-7 LA 24 +05 (46' LT) D17-13 Dl 6-8 LA 24 +00 (4' RT) LT) Dl 6-9 LA 24 +00 (40' RT) RT) 7�I- 5-7 -1 -14-ao Ctp ' L--r) -Fa `l fxq2 [o' D16-10 LA 28 +00 (50' LT) Dl 6-11 LA 28+05 (2.5' RT) w D16 --12 LA 30 +70 (50' LT) Q Dl 6-13 LA 31+56 (1.64' LT) D 16-14 LA 31+50 (50' RT) D16-15 LA 32 +50 (50' LT) < Q D16-16 LA 34 +00 (50' LT) Q D16-17 LA 31+50 (50' RT) TO 38 +00 (54.25' RT) Di u- is L-P 1 L-r) EACH D 17--1 LA 34 +00 (2.42' LT) TO 34 +00 (6.42' LT) Dl 7-2 LA 34 +00 (6.42' LT) TO 31+62 (1.84' LT) Dl 7-3 LA 37 +00 7.54' LT) TO 34 +00 (6.42' LT) 16-, V-19 LA 22 Dl 7-4 LA 40+00 (6.2 6' LT) TO 37+00 ( 7.54' LT) D17-5 LA 4 3 +04 (1.98' LT) TO 42 +84 (2.01' LT) D17 -6 LA 42 +84 (2.01' LT) TO 42 +84 (6.01' LT) D17 -7 LA 42 +84 (6.01' LT) TO 40 +00 (6.26' LT)_ D17 -8 LA 45 +00 (3.62' LT) TO 42 +84 (6.01' LT) D17 -9 LA 45 +00 (0.38' RT) TO 45 +00 (3.62' LT) D17 --10 LA 34 +58 (6' LT) D17 -11 LA 34 +58 (50' RT) D17-12 LA 43 +38 (48' RT) � a LA 43+55 (50' LT) D17-13 D 17 -14 LA 44 +04 (50' LT) D17-15 LA �44 +04 (0' RT) D17 -16 1 LA 45 +50 (50' LT) P4 co 0 r- w w CL J 0 Z Q EACH �l z co f ti CD 0 7-- w W d- J fir" 0 Q Q � o EACH �,v' 1 X10 STRUCTURE NOTES *- SHEET TOTAL REGION NO. STATE iNED By K. EZEOKEKE 10 WASH RED BY S. LARSON 7117195 RED By R. SUAFOA JOB DUMBER • J. JOHNSON 94WO97 • R.Q. ANDERSON CONTRACT NO. DATE DATE REVISION 0 7 J 1� w cc F— co Z) P1 rl EACH r� I .r EACH 1 1 1 1 1 1 1 1 cc 0 Z x w 0 Z 0 w U w U Z = a CC EACH � fo cD Q w U Z J < � m w = D J U 0 ua 0 w U Q o u- EACH 1 ENVIRONMENTAL &ENGINEERING SERVICE CENTER �`f3.1 < z z 0 � � a w w � CD a o w a 0 O o 0 2 w w CO w `vCO T- w z o p Q > �-- U 0 Lu � 0 c Q w CL [% oc C9 Z U co w < Q Q Q J a Q Q EACH EACH EACH EACH SHEET TOTAL REGION NO. STATE iNED By K. EZEOKEKE 10 WASH RED BY S. LARSON 7117195 RED By R. SUAFOA JOB DUMBER • J. JOHNSON 94WO97 • R.Q. ANDERSON CONTRACT NO. DATE DATE REVISION 0 7 J 1� w cc F— co Z) P1 rl EACH r� I .r EACH 1 1 1 1 1 1 1 1 cc 0 Z x w 0 Z 0 w U w U Z = a CC EACH � fo cD Q w U Z J < � m w = D J U 0 ua 0 w U Q o u- EACH 1 ENVIRONMENTAL &ENGINEERING SERVICE CENTER �`f3.1 0 w w � w ac Q M ui CD c) U J z o p z U 0 Lu � 0 c Q w CL [% oc C9 Z U co w w CD a 0 D w EACH S.Y. 9,14 14 2 : R 8,26 11 1 1 1 1 11,26 360 1 1 5,15, 37 --l- Washington State Department of Transportation 14 14 9,14 8,9,11,14,26 2 14 9,14 9,14 14 8,25 GENERAL NOTES: SR 405 TUKWIL.A TO FACTORIA SIV -90 SCBDI - STAGE I SHEET IE-�4 STRUCTURE NOTES 9B5 SHEETS S/f yo51-cllj tzu by S. LARSON 7117195 �KED By R. SUAFOA • J. JOHNSON • R.Q. ANDERSON DATE DATE REVISION H w J z w Q 0 z 0 w EACH 7-A Z REGION NO. S ATE 10 WASH JOB NUMBER 94WO97 7 RACT NO. no Im 0 Iffr� C.Y. STRUCTURE NOTES .J z a U w 0 J_ "' C.Y. w r:. 0 Q x w J w Z J 0 S C.Y. .J z a H U w k k Z � CL Z C.Y. w J Z w w Q U �y 1 1 1 1 0 CL w H w J Z U-1 0 EACH 0 w a 2 clllj w a. w J Z w cc 0 EACH cc w C� z 0 J Q. Q L.F. i P 9 o P Im C.Y. [/. 21 CD w 0 J cc GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. ** SEE SPECIAL PROVISIONS. 0 w w cf' NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. z z 0 W CC cn m � v z Q W cr J w z e o W CC 14 CODE LOCATION EACH EACH EACH D17-17 LA 40 +80 (55' RT) 8,26 8,26 - - - - -" - -- 14 Di 8-1 LA 48 +00 (0.12' RT) TO 45 +00 (3.62' LT) 1 14 D18-2 LA 48 +00 (4.12' RT) TO 45 +00 (0.12' RT) 14 2 26 D18-3 LA 51+00 (2.16' RT) TO 48 +00 (0.12' RT) 11,14 14 1.. A qn , � ��'tt-r 7 � � � � �� � 52 'K: � D18-4 LA 51+00 (6' RT) TO " 51+00 (2.16' RT) D18-5 LA 54 +00 (2' RT} TO 51+00 (2.16' RT) D18-6 LA 54 +00 (6' RT) TO 54 +00 (2' RT) D 18-7 LA 56 +96 (2.01'R-0 TO 54 +00 (2' RT) 1 D18-8 LA 59 +96 (2.05' RT) TO 56 +96 (2.01' RT) D1& -9 LA 48 +00 (52' LT) D 17-/--/ „� j v �, 0 D18-10 LA 48 +28 (O' RT) D18-11 LA 50 +30 (0' RT) 1 Dl 8-12 LA 53+44 (50' RT) Dl 8-13 LA 53 +25 (0' RT) 1 D18-14 LA 53+48 (50' RT) Dl &-1 5 LA 57 +05.5 (0' RT) D19-1 LA 62+).0 (2' RT) TO 59 +96 (2.05' RT) D19-2 LA 62 +9& (2' RT) TO 62 +10 (2' RT) D19-3 LA 64 +86 (2' RT) TO 62 +-44 (2' RT) Dl 9-4 LA 65 +96 (2.24' RT) TO 64 +86 (2' RT) Dl 9-5 LA 67 +96 (2.08' RT) TO 65 +96 (2.24' RT) D 19-6 LA 69+42 (40' LT) Dl 9-7 LA 62 +10 (6' RT) TO 62 +10 (2' RT) Dl 9-8 LA 62 +50 (6' RT) TO 62 +10 (6' RT) D19-9 LA 70 +08.75 (0' RT) 1 Dl 9-10 LA 71+00 (1.99' RT) TO LA 67 +96 (2.08' RT) D20 -1 LA 74 +00 (0' RT) TO LA 71+00 (1.99' RT) D20 -2 LA 74 +08 (2.0' RT) TO LA 74 +00 (0' RT) D20-3 LA 76 +00 (0' RT) TO LA 74 +00 (0' RT) D20-4 LA 79 +00 (0' RT) TO LA 76 +00 (D' RT) D20 -5 LA 79 +00 (6.0' RT) TO LA 79 +00 (0' RT) F -T- SHEET TOTAL A— --- tzu by S. LARSON 7117195 �KED By R. SUAFOA • J. JOHNSON • R.Q. ANDERSON DATE DATE REVISION H w J z w Q 0 z 0 w EACH 7-A Z REGION NO. S ATE 10 WASH JOB NUMBER 94WO97 7 RACT NO. no Im 0 Iffr� C.Y. STRUCTURE NOTES .J z a U w 0 J_ "' C.Y. w r:. 0 Q x w J w Z J 0 S C.Y. .J z a H U w k k Z � CL Z C.Y. w J Z w w Q U �y 1 1 1 1 0 CL w H w J Z U-1 0 EACH 0 w a 2 clllj w a. w J Z w cc 0 EACH cc w C� z 0 J Q. Q L.F. i P 9 o P Im C.Y. [/. 21 CD w 0 J cc GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. ** SEE SPECIAL PROVISIONS. 0 w w cf' EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. ---- - - ---- 8114,26 14 9,14 14 9,11,14 14 8,9,14,26 9,14 8,26 8,26 - - - - -" - -- 14 14 9,14 14 14 14 2 26 9014 11,14 14 14 14 N I S T � R- U C T EDN F 0 K Fl / o 14 LAIC � ONLY - -- FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING � SR 405 S N_g 1 SERVICE CENTER Washington State TUKWILA TO FACTCRIA �� Department of Transp ©rtation SC9Dl - STAGE I SHEET 165 STRUCTURE NOTES 985 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE 14 - ACCEPTABLE ALTERNATES FOR STORM 14 SEWER PIPE ARE: D17 --17 LA 40 +80 (55' RT) - - A .�_? 6 4 h-O 30 iit/-/ '� D18-1 LA 48 +00 (0.12' RT) TO 45 +00 (3.62' LT) D18-2 LA 48 +00 (4.12' RT) TO 45 +00 (0.12' RT) D18-3 ILA U' 51 +00 (2.1 ' RT) TO 48 +00 (0.12' RT) 14 jg ca U D1 8-4 LA 51+00 (6' RT) TO 51+00 (2.161--'RT) D1 8-5 LA 54 +00 (2' RT) TO 51+00 (2.16' RT) D18-6 LA 54 +00 (6' RT) TO 54 +00 (2' RT) )1-7-00 Z_ A 4~-5 5orLT I❑ D'Z_ D18-7 LA 56 +96 (2.01' RT) TO 54 +00 (2' RT) D18 -8 LA 59 +96 (2.05' RT) TO 56 +96 (2.01' RT) D1 8-9 LA 48 +00 (52' LT) -14_�Cy a 3�1�- 0CP.._�� D18-101A 4 8 +28 (0' RT) D18-11 LA 50 +30 (0' RT) D18 -12 LA 53+44 (50' RT) 14 D18-13 LA 53 +25 (0' RT) D 18 -14 LA 53+48 (50' RT) D18-15 LA 57 +05.5 (0' RT) D19-1 LA 62 +10 (2' RT) TO 59 +96 (2.05'R-0 D10,2 LA fit (2' RT) TO 62 +10 (2' RT) D19--3 LA 64 +86 (2' RT) TO 62(2' RT) D1 9-4 LA 65 +96 (2.24' RT) TO 64 +86 (2' RT) D1 9-5 LA 67 +96 (2.08' RT) TO 65 +96 (2.24' RT) D1 9-6 LA 69+42 (40' LT) D19-7 LA 62 +10 (6' RT) TO 62 +10 (2' RT) D1 9-8 LA 62 +50 (6' RT) TO 62 +10 (6' RT) D1 9-9 LA 70 +08.75 (0' RT) D19-10 LA 71+00 41.99' RT) TO LA 67 +96 (2.08' RT) Dig—(I " Lr z�+ D20-1 LA 74 +00 (0' RT) TO LA 71+00 (1.99' RT) D20 -2 LA 74 +08 (2.0' RT) TO LA 74 +00 (0' RT) D20 -3 LA 76 +00 (0' RT) TO LA 74 +00 (D' RT) D20-4 LA 79 +00 (0' RT) TO LA 76 +00 (0' RT) D20 -5 LA 79 +00 (6.0' RT) TO LA 79 +00 (0' RT) SHEET TOTAL 1Ntu DT K. EZEOKEKE Rr.13 13 S. LARSON RED By R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON 7117195 L r L 0' PA C.Y. T-7-0 it f f 7T ■ 92 C.Y. J J cc Q D 10610 IT D Z w CL n w zz L.F. L.F. -5 EE REGION H °. STATE 10 WASH JOB NUMBER 94 W097 CONTRACT NO. F r + J A STRUCTURE NOTES Q O Z N w o_ ~ J Z z m z z Q U ~' 0 D EACH ■ •un! Z CV w � J z = 0 M z U D EACH i Q-0, EACH 1 _Q Z CID w cL H M U Q 0 EACH 0 1 1 15. Q 0 Z w CL w m U Q U EACH w a a w w z w F_ L.F. m ii m 0 m SG w a Cl. w w cn 0 0 U Q z z L.F 0 0 1 0 304 1 14 - ACCEPTABLE ALTERNATES FOR STORM 14 SEWER PIPE ARE: 4 0 220 1 0 26 Q 011 w a- w 1 J z 0 z— CC cn m 0 U' c� 200 14 1 ca U = EACH i Q-0, EACH 1 _Q Z CID w cL H M U Q 0 EACH 0 1 1 15. Q 0 Z w CL w m U Q U EACH w a a w w z w F_ L.F. m ii m 0 m SG w a Cl. w w cn 0 0 U Q z z L.F 0 0 1 0 304 1 14 - ACCEPTABLE ALTERNATES FOR STORM 14 SEWER PIPE ARE: 220 220 1 --TR. 5, 0. . THICK. 26 300 90 87 1 LONG ITU DI N HMS, 0. N. THICK, z DIAM 3 INCHES LARGER TH 200 193 w w 8 U' ALUMINIZED STEEL STORM SEWER PIPE: 200 14 1 - PLAIN WITH GASKETED OR WELDED AND 110 110 1 8,14,26 14 9,14 210 203 1 1 1 1 =9-- s-- ENVIRONMENTAL & ENGINEERING SERVICE CENTER GENERAL NOTES: 914 IN. COVER NOT TO EXCEED 15 FEET. 14 14 10 14 - ACCEPTABLE ALTERNATES FOR STORM 14 SEWER PIPE ARE: cn ANIZED STEEL STORM SEWER P . --TR. 5, 0. . THICK. 26 300 z -TR. 2 WITH WE L ASKETED J LONG ITU DI N HMS, 0. N. THICK, z DIAM 3 INCHES LARGER TH c� ECIFIED. w w 8 U' ALUMINIZED STEEL STORM SEWER PIPE: 200 14 - TR. 590.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 300 14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. NUM STORM SEWER PIPE: -TR. 5, 0.06 CK. -PLAIN WITH GAS ITUDINAL SEAMS . THICK, DIAMETER HES ER THAN SPECIFIED. 8,14,26 14 9,14 1 -2242— 14 9,11,14 14 8,9,14,26 SPIRAL RIB STORM SEWER PIPE: 9,14 - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 8026 THICK. - ALVANIZE D STEEL O R TR. PITCH GALVAN I 064 IN. T ICK. 8,26 LE 8 -9.9 OF HYDRAULICS MA THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 14 14 914 IN. COVER NOT TO EXCEED 15 FEET. 14 14 10 6 14 2 26 300 295 9914 300 300 11914 10 8 14 200 200 14 300 300 14 10 4 14 — 3596 -- 1 -2242— ANIkk Washington State TVDepartment of Transportation I` ar SR 405 SN--92 TUKWILA TO FACTORIA SCaD1 - STAGE 1 SHEET V U(c), OF STRUCTURE NOTES 9 &'5 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LA 62 +50 (6' RT) TO 62 +10 (6' RT) DI 7-17 LA 40 +80 (55' RT) } -7-16 kA 2 &94-7 rV 30-4 D18-1 LA 48 +00 (0.12' RT) TO 45 +00 (3.62' LT) D18-2 LA 48 +00 (4.12' RT) TO 45 +00 (0.12' RT) D18-3 LA 51+00 (2.16' RT) TO 48+00 (0.12' RT) QI7 -19 GASKETED LONGITUDINAL SEAMS, 0.064 IN. 0 fi nE T -� 52-`k. D1&-4 LA 51+00 (6' RT) TO 51+00 (2.16' RT) D18-5 LA 54 +00 (2' RT) TO 51+00 (2.16' RT) D18-6 LA 54 +00 (6' RT) TO 54 +00 (2' RT) D1 - .2p Z-11 -'/3 f 5-1.&o r Z. T-. 0 %'Z I Vq 5 r D1 &-7 LA 56 +96 (2.01' RT) O 54 +00 (2' RT) Dl 8-8 LA 59 +96 (2.05' RT) TO 56 +96 (2.01' RT) D18-9 LA 48 +00 (521-70 D) 7- ,9- 1 M1 ?,/ tb C&kb ©� � D18-10 LA 48 +28 (0' RT) D18-11 LA 50 +30 (0' RT) D 18-12 LA 53+44 (50' RT) D18-13 LA 53 +25 (0' RT) D18-14 LA 53+48 (50' RT) D 18-15 LA 57 +05.5 (0' RT) D19-1 LA 62 +1 (2' RT) TO 59 +96 (2.05' RT) D 19-2 LA 62 (2' RT) TO 62 +10 (2' RT) D19-3 LA 64 +86 (2' RT) TO 62 +96, (2' RT) L.F. Dl 9-4 LA 65 +96 (2.24' RT) TO 64 +86 (2' RT) Dl 9-5 LA 67 +96 (2.08' RT) TO 65 +96 (2.24' RT) Dl 9-6 LA 69+42 (40' LT) Dl 9-7 I LA 62 +10 (6' RT) TO 62 +10 (2' RT) 300 300 300 296 D 19-8 LA 62 +50 (6' RT) TO 62 +10 (6' RT) TANKS: D 19--9 LA 70 +08.75 (0' RT) SEINER PIPE ARE: Dl 9-10 LA a a 0/1`// w � 2- f- 6 / L1 w a LA w co GASKETED LONGITUDINAL SEAMS, 0.064 IN. W W 74 +08 (2.0' RT) TO LA 74 +00 (0' RT) ALUMINIZED STEEL STORM SEWER PIPE: D20- -3 w w d © a LA cn cn D20 -5 �- 79 +00 (6.0' RT) TO LA 79 +00 (0' RT) 0 0 Q c� z --tt96- n n z 0 Q Q � < o LE a 0 d ❑ Q w Z 00 �a 0 occo z U [] 0 to J W a- CL ° a v U a L.F. L.F. L.F. 300 300 300 296 D 19-8 LA 62 +50 (6' RT) TO 62 +10 (6' RT) TANKS: D 19--9 LA 70 +08.75 (0' RT) SEINER PIPE ARE: Dl 9-10 LA 71+00 (1.99' RT) TO LA 67 +96 (2.08' RT) GALVANIZED STORM SEWER PIPE: 0/1`// - l 2- f- 6 / L1 CORRUGATIONS AND WELDED OR D20- -1 LA 74 +00 (0' RT) TO LA 71+00 (1.99' RT) GASKETED LONGITUDINAL SEAMS, 0.064 IN. D20 -2 LA 74 +08 (2.0' RT) TO LA 74 +00 (0' RT) ALUMINIZED STEEL STORM SEWER PIPE: D20- -3 LA 76 +00 (0' RT) TO LA 74 +00 (0' RT) d © D20- -4 LA 79 +00 (0' RT) TO LA 76 +00 (0' RT) D20 -5 LA 79 +00 (6.0' RT) TO LA 79 +00 (0' RT) 14 ° Q SHEET TOTAL --tt96- a lV r- V CST K. EZEOKEKE RED BY— S. LARSON RED B R. SUAFOA • ENGR J. JOHNSON • R.C. ANDERSON DATE DATE REVISION 6f 62- w w 0 z 0 Q Z w z oc � W .J a- 0 CL L.F. I a M f, 31 w w CL c� z 0 C) Q w � W J d- 0 d L.F. STRUCTURE NOTES REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. q0 I Aool Q J w w = n~ z � Q cn D � z !L cr) L.F. 7( 1 -40 - FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 77- 1 w m z Q Q Q w o ❑c �-- Z cn L3.. EACH w m z Q Q Q w o a: co Z [1 EACH 73 ?� 1 w m z w cl er z cn a- EACH .._ ._..__ _. _..._.__-____.._ I—— _. - __.._.. __ _' ....- . _ y 75 ' "R D z w co z 0 0 � EACH Ad w Washington State Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. co w 16. - THE ONLY ACCEPTABLE ALTERNATES o FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEINER PIPE: - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 8,14,26 PITCH ALUMINIZE STEEL 0.109 IN. THICK. 14 9114 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B -12. 9, 11,14 14 879,14,26 18. --FOR 72, 96 AND 120 INCH DETENTION 9,14 TANKS: ACCEPTABLE ALTERNATES FOR STORM wuj SEINER PIPE ARE: 8,26 z GALVANIZED STORM SEWER PIPE: w -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR cn ME GASKETED LONGITUDINAL SEAMS, 0.064 IN. ❑ THICK. J w ALUMINIZED STEEL STORM SEWER PIPE: 14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 0 d © w n = THICK. 14 14 ° Q 0- � CO z d z � z 0 Q � < o uj °c❑o T Q °� p = cn Q ?' W d Q n- 0 z U [] 0 to U] U- Cti3 L.F. EACH L.F. L.F. REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. q0 I Aool Q J w w = n~ z � Q cn D � z !L cr) L.F. 7( 1 -40 - FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 77- 1 w m z Q Q Q w o ❑c �-- Z cn L3.. EACH w m z Q Q Q w o a: co Z [1 EACH 73 ?� 1 w m z w cl er z cn a- EACH .._ ._..__ _. _..._.__-____.._ I—— _. - __.._.. __ _' ....- . _ y 75 ' "R D z w co z 0 0 � EACH Ad w Washington State Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. co w 16. - THE ONLY ACCEPTABLE ALTERNATES o FOR ALUMINIZED STEEL STORM SEWER PIPE z ARE: J z -PLAIN WITH GASKETED OR WELDED AND 0 REMETALIZED LONGITUDINAL SEAMS 0.109 IN. w THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEINER PIPE: - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW 8,14,26 PITCH ALUMINIZE STEEL 0.109 IN. THICK. 14 9114 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN 14 B -12. 9, 11,14 14 879,14,26 18. --FOR 72, 96 AND 120 INCH DETENTION 9,14 TANKS: ACCEPTABLE ALTERNATES FOR STORM SEINER PIPE ARE: 8,26 GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR 8,26 GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: 14 -TR. 2 WITH SMOOTH INVERT. 3" X 1" 14 CORRUGATIONS WITH WELDED OR _9114— GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. 14 14 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK", DD -2. 14 20. SEE "BACKFILL DETAIL AND BOUYANCY 2 CONTROL FOR METAL PIPE DETENTION 26 TANK", DD -2. 9,14 11)14 14 14 14 14 SR 435 TUKWILA TO FACTCRIA SCBDI -- STAGE I STRUCTURE NOTES SN--93 SHEET 157 OF 965 SHEETS % NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. xf]T D17-17 LA 40+80 55' RT) If #)l-?- l?) 2-A 11 y2C�� � 7 7 30 t�1 t_ D 18 -1 LA 48 +00 (0.12' RT) TO 45 +00 (3.62' LT) D18 -2 LA 48 +00 (4.12' RT) TO 45 +00 (0.12' RT) Dl 8-3 LA 51 +0Q 2.1 ' RT) TO 48 +00 (0.12' RT) D17- / L.F. � � - fF� s D 18-4 LA 51 +00 (6' RT) TO 51+00 (2.16' RT) D18-5 LA 54 +00 (2' RT) TO 51+00 (2.16' RT) Dl 8-6 LA 54 +00 (6' RT) TO 54 +00 (2' RT) a/7 - 2- 0 I (S6 I'Gl I t '/ Z-/ �D Z-/ `4r. D18 -7 LA 56 +96 (2.01' RT) TO 54 +00 (2' RT) D18-8 LA 59 +96 (2.05' RT) TO 56 +96 (2.01' RT) D18-9 LA 48 +00 (52' LT) 017-2-1 Z) �D D18-10 LA 48 +28 (0' RT) D18-11 LA 50 +30 (0' RT) D18-12 LA 53+44 (50' RT) z 220 D18-13 LA 53 +25 (0' RT) D18-14 LA 53+48 (50' RT) D 18.15 LA 57 +05.5 (0' RT) 2820 ca � w N r-. w D19-1 LA 62 +1 Q (2' RT) TO 59 +96 (2.05' RT) D19-2 LA 62 +44 (2' RT) TO 62+1,0j21 RT) D19-3 LA 64 +86 (2' RT) TO 62 +46 (2' RT) d U �_ D19-4 LA 65 +96 (2.24' RT) TO 64 +86 (2' RT) Dl 9-5 LA 67 +96 (2.08' RT) TO 65 +96 (2.24' RT) D19-6 LA 69+42 (40' LT) D 19-7 LA 62 +10 (6 RT) TO 62 +10 (2' RT) D19- -8 LA 62 +50 (6' RT) TO 62 +10 (6' RT) D 19-9 LA 70 +08.75 (0' RT) D19-10 LA 71+00 (1.99' RT) TO LA 67 +96 (2.08' RT) c w C] D20-1 LA 74 +00 (0' RT) TO LA 71+00 (1.99' RT) D20 -2 LA 74 +08 (2.0' RT) TO LA 74 +00 (0'111) D20 -3 LA 76 +00 (0' RT) TO LA 74 +00 (0' RT) L.F. L.F. D20-4 LA 79 +00 (Q' RT) TO LA 76 +00 (0' RT) D0-5 LA 79 +00 (6.0' RT) TO LA 79 +00 (0' RT) SHEET TOTAL :3r 'i nu 0 r K. EZEOKEKE RED BY— S. LARSON 7117195 :KED By R. SUAFOA • ENGR. J. JOHNSON 3N ADM. R.O. ANDERSON DATE C�7:1 '7d 771 -75fl f 1 STRUCTURE NOTES* � u w a- u� w cn ME O co d Z p z w 00 J Y- 0kc) J © U � w w cr a Z — u w F- �-. U) Z °w 8 n] C7 Z 2w J a- ¢ a. r� ' w a w cc O J CO :�u .` � Z °w � N © Z o �w J CL < a- 9 w w a Z v J _ H �- CI} Z w N D Z( w J CL ¢ a_ 14 Q a cddn J a w a. 307 D Q J < D x= w ,,, i z m (n C) �Q� z ¢ x ¢ OC w O CC 0 z m n (n C) _ L.F. 8,9,14,26 L.F. L.F. L.F. EACH S.Y. w S.F. w 14 14 9,14 � w 14 J J Z W Z) m < ° ¢ f LJ ¢ cry 2 z z 220 1540 z °- [1 can Z CC O +-- 1- 2820 ca � w N r-. w -- Cv CO Z Q p CIwC %Wr Q ¢ d U �_ x Z d C] V z � Z z �: a m m ? 10 U `n w Q rn c w C] 0 © _j EACH EACH EACH EACH L.F. L.F. STRUCTURE NOTES* � u w a- u� w cn ME O co d Z p z w 00 J Y- 0kc) J © U � w w cr a Z — u w F- �-. U) Z °w 8 n] C7 Z 2w J a- ¢ a. r� ' w a w cc O J CO :�u .` � Z °w � N © Z o �w J CL < a- 9 w w a Z v J _ H �- CI} Z w N D Z( w J CL ¢ a_ 14 Q a cddn J a �_ � �' [� 12 ° Z Q 0 E1C w 307 D Q J < D x= w ,,, i z m (n C) �Q� z ¢ x ¢ OC w O CC 0 z m n (n C) _ L.F. 8,9,14,26 L.F. L.F. L.F. EACH S.Y. C.Y. S.F. 14 14 9,14 14 14 10 2 26 220 1540 7 340 2820 10 1 70 8 210 1480 500 4150 11,14 10 60 5 210 1460 14 10 60 400 3290 14 4 210 1480 4 180 1510 180 1,540 14 P-,_ -T Z L S / �7 . 14 8fl 14 REGION NO STATE FED. AID. P OJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER �. Washington State � Department of Transportation P - SR 405 TUK�IVi� -A TO I�ACTgRIA SCaDI - STAGE I SN-94 � O WASH Jos NUMBER 94WO97 SHEET 188 OF 985 SHF_F7S STRUCTURE NOTES ACT NO. �% `] � REVISION BY 120 1020---- 50 60 4 110 10 80 670 160 1310 GENERAL NOTES: w O z J ¢ z w 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. 22. PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGINTUDINAL SEAMS. 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. THICK. 24. AT THE CONTRACTOR'S OPTION, AND RISK, STEEL CASINGS OF A DIAMETER NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH DIAMETER CASINGS. 25. SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - DETENTION TANK ". 31. SEE SPECIAL PROVISION "SPECIAL BORROW INCL. HAUL ". 8,14,26 14 9,14 14 9,11,14 14 8,9,14,26 9,14 14 �� T C ED PLANS UNLY 8,26 u- 8,25 14 14 9,14 14 14 .Sid </o 51-41,1 10 190 14 �� T C ED PLANS UNLY 10 2 26 7 340 2820 9114 500 4150 11,14 14 400 3290 14 180 1,540 14 P-,_ -T Z L S / �7 . 14 8fl 14 REGION NO STATE FED. AID. P OJ. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER �. Washington State � Department of Transportation P - SR 405 TUK�IVi� -A TO I�ACTgRIA SCaDI - STAGE I SN-94 � O WASH Jos NUMBER 94WO97 SHEET 188 OF 985 SHF_F7S STRUCTURE NOTES ACT NO. �% `] � REVISION BY .Sid </o 51-41,1 z NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE a. °c o u- u.. m * w an CC© Lu m LOCATION D17-17 LA 40 +80 (5& RT) o ° v z D C.Y. D18-1 LA 48 +00 (0.12' RT) TO 45 +00 (3.62' LT) D18-2 LA 48 +00 (4.12' RT) TO 45 +00 (0.12' RT) Dl 8-3 LA 51+00 (2.16' T) TO 48 +00 (0.12' RT) Di 7- f L o x-/ i n -f- SS (5z-'gr D18-4 LA 51+00 (6' RI) TO 51+00 (2.16' RT) Dl 8-5 LA 54 +00 - (2' RT) TO 51+00 (2.16' RT) D 18-6 LA 54 +00 (6' RT) TO 54 +00 (2' RT) Q/ 7- D z-1 3 -0 r o `Iq-� a D18-7 LA 56 +96 (2.01' RT) fO 54 +00 (2' RT) D18-8 LA 59 +96 (2.05` RT) TO 56 +96 (2.01' RT) D18-9 LA 48 +00 (52' LT) ID! - 27 -l-oo 7 D18-10 LA 4 8 +28 (0' RT) D18-11 LA 50 +30 (0' RT) D18 -12 LA 53+44 (50' RT) D18-13 LA 53 +25 (0' RT) D 18 -14 LA 53+48 (50' RTj D18-15 LA 57 +05.5 (0' RT) 41 D19-1 LA 62 +10 (2' RTj TO 59 +96 (2.05' RT) D19-2 LA 6249 -(2' RT) TO 62 +10 (2' RT) D10,,-3 LA 64 +86 (2' RT) TO 62+9942' RT) D19-4 LA 65 +96 (2.24' RT) TO 64 +86 (2' RT) D 19-5 LA 67 +96 (2.08' RT) TO 65 +96 (2.24` RT) D19-6 LA 69+42 (40' LT) D19-7 LA 62 +10 (6' RT) TO 62 +10 (2' RT) D19-8 LA 62 +50 (6' RI) TO 62 +10 (6' RT} Dl 9-9 LA 70 +08.75 (0' RT) D19-10 LA 71+00 (1.99' RT) TO LA 67 +96 (2.08' RT) 019-11 I=d &zf ,S- Z--7J- D20-1 1 LA 74 +00 (0' RT) TO LA 71+00 (1.99' RT) D20-2 LA 74 +08 (2.0' RT) TO LA 74 +00 (O' RT) D20 -3 LA 76 +00 (O' RT) TO LA 74 +00 (O' RT) 9,14 -620-4 LA 79 +00 (0' RT) TO LA 76 +00 (0' RT) D20 -5 LA 79 +00 (6.0' RT) TO LA 79 +00 (O' RT) SHEET TOTAL STRUCTURE NOTES* ❑ a z ° v, `r ❑ u_ u. d m w °° 0 c3 a. °c o u- u.. m * w an CC© Lu m z o c 0 ° ❑ u_ J v Q m w cD = J m m ❑ Lu CL u7 u W © uj J J � ❑ ❑ o ° v z D C.Y. -; W z d w 0C Q -- - - EACH F w z z ❑ ~ ° - EACH ��g a z < ~ C EACH _d ° z � � c� [r o z D -j a 1 zrwi d 3 ° z �: cv cc 0 z _ o = z i < z �: cv cc o z o 2 z< d cn w ❑ z d z w w GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D6 --53. A INLET AT LOWEST 33. INSTALL GRATE N L E T ELEVATION EAST OF WALL #3. 34. SEE DETAIL DD--5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN 6-7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. C.Y. C.Y. C.Y. TON C.Y. EACH EACH EACH 37. SEE UNDERDRAIN DETAIL ON BARRIER 1 41 0.1 8,14,26 DETAIL SHEET BD -3. 1 1 14 1 41 9,14 1 1 14 1 41 9111,14 1 1 14 1 40 0.1 8,9,1 4,26 1 31 9,14 0.1 8,26 0.1 8,26 1 22 14 1 9 14 1 20 9,14 14 1 21 14 14 1 4 2 26 1 30 9,14 1 ! 31 1 1 21 1 31 1 1 REG1ON NO. SIATE 3NED 13Y K. EZEOKEKE 10 WASH RED S7 S. LARSON 7117195 R. SUAFOA JOB NUMBER . J. JOHNSON 94WC97 R.Q. ANDERSON CONTRACT NO. DATE DATE REVISION BY -7E- E ,b I ENVIRONMENTAL & ENGINEERING SERVICE CENTER Washington State Department of Transportation 11,14 14 14 14 14 C 0 T 71 FO R "AS b q J _' ul v "TED 14 � 1� �jQ� 2 : ri L T SR 405 S N -95 TUKWILA TO I~ACTORIA SCSDI -- STAGE 1 SHEET IB9 0 STRUCTURE NOTES 965 SHEETS spy s /y�7 0 T 2 STRUCTURE NOTES-* . i 'z�� III GENERAL NOTES: 7 _J z z cr NOTE: z z z z d Q Q Q ° THE FIRST NUMBER OF THE c z z o w J "CODE DESIGNATION" BELOW d- - o � �, z o z x q REFERS TO THE SHEET NO. OR ° ~- ' -� Q `-`� cz, cv caw ww z c ¢m Q< cn THE SHEET REFERENCE NO. o 0 0 0 u- � � � � w w z cc: w arc w c\l cv z U 15 C D L) H SHOWING THE DRAINAGE FEATURE. a oc w z o a � o z ° z THE SECOND NUMBER REFERS TO ,- r, co � � Q z w Q ° D Q THE DRAINAGE FEATURE w w w aw. w cWi w a w cc _ � a 0� z FOUND ON THAT SHEET. o 0 a a r �` ~ °` ac cc w _ _ = _ -- = w a w Z Z Y � C7 c~n w t7 z z z z w z a� z z C] Q z z a w QQ ¢¢ ¢Q �¢QJ <� Q� �7�-- err o 0 w ©z � -- ��-- ¢ ¢ cats —€u- w CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. D17 -17 LA 40 +80 55' RT) 1 I--7 2&f7 LP ro -30t� D18-1 LA 4 8 +00 4x.12' RTj TO 4 5 +00 (3.62' LT) - _. ___ - -- - -- -- - - - -- - - - - - - - -- - -- - -- - - T 8,14,26 D18 -2 LA 48 +00 (4.12' RT) TO 45 +00 (0.12' RT) 14 D18-3 LA 51 +00 (2.16' T) TO 48 +00 (0.12' RT) 9714 -e7 < D 18-4 LA 51+00 (6' RT) TO 51+00 (2.16' RT) 14 D 18--5 LA 54 +00 (2' RT) TO 51+00 (2.16' RT) 9111,14 D 18--6 LA 54 +00 (6' RT) TO 54 +00 (2' RT) 14 D18 -7 LA 56 +96 (2.01' RT) O 54 +00 (2' RT) 819914,26 D18-8 LA 59 +96 (2.05' RT) TO 56 +96 42.01' RTj 9,14 D18-9 LA 48 +00 (52' LT) 1 D18-10 LA 48 +28 (0' RT) 1 D18-11 LA 50 +30 (0' RT) 8,26 D18 -12 LA 53+44 (50' RT) 1 D18-13 LA 53 +25 (a' RT) 8,26 D18-14 LA 53+48 454' RI) 1 D18-15 LA 57 +05.5 (0' RT) 1 D 19-1 LA 62+ 0 (2' RT) TO 59 +96 (2.05' RT} 14 D19-2 LA 62 (2' RT) TO 62+ 0 (2' RTj 14 D19-3 LA 64 +86 42' RTj TO 62 4Z RT) 9,14 D19--4 LA 65 +96 (2.24' RT) TO 64 +86 (2' RT) 14 D 19-5 LA 67 +96 (2.08' RT) TO 65 +96 (2.24' RT) 14 D 19-6 LA 69+42 X40' LT) D 19-7 LA 62 +10 (6' RT) TO 62 +10 (2' RT) 14 D 19-8 LA 62 +50 (6' RT) TO 62 +10 46' RT) 2 D19-9 LA 70 +08.75 (0' RT) 1 26 D 19-10 LA 71+00 (1.99' RT) TO LA 67 +96 42.08' RTj 9114 Dj-// 44 aa-�44 D20 -1 LA 74 +00 (0' RT) TO LA 71+00 (1.99' RT) 1 11,14 D20 -2 LA 74 +08 42.0' RT) TO LA 74 +00 (a' RT) 14 D20-3 LA 76 +00 (0' RT) TO LA 74 +00 (0' RT) 1 14 rFuOf%R �� ljTrD D20-4 LA 79 +00 (0' RT) TO LA 76 +00 40' RT) 1 - 14 ' _{ D20-5 LA 79 +00 (6.0 RI) TO LA 79 +00 (o RT) F 0��= O .- S c 4 S H E ET TOTAL --a— -7— �---- REGiO NO s ID P J. NO. ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER ��� Washington State SN -95 [3ESIGNED 13Y K. EzEO�E�E � O WASH � Department of 'trans ortat�on TUKV�ILA T� FA�TQRIA ENTERED BY S. LARSON 7/17195 p S - STAGE I CHECKED B7 R. SUAFOA Job NUMBER SHEET PROT ENGR. J. JOHNSON 94WO97 i9c) OF R.Q. ANDERSON CONTRACT NO. STRUCTURE NOTES 9B5 ~� DATE DATE REVISION SHEETS ? le, /-</ J NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. D22 -2 LL 103 +60 (45' LT) D22 -3 LL 103 +97 (19' LT) D22-�4 LL 103 +97 (18' RT) D22 -5 LL 103 +97 (20' LT) D22 -6 LL 105 +65 (16' RT) CODE LOCATION 022 -9 D20-6 LA 80 +00 (6.0' RT) TO LA 80 +00 (2' RT) w D22 -10 LL 107 +90 (15' LT) D22 -11 D20 -7 LA 80 +00 (2' RT) TO LA 79 +00 (0' RT) LL 113 +65 (15' RT) D20 -8 LA 83 +00 (6' RT) TO LA 80 +00 (2' RT) D20 -9 LA 84 +00 (6' RT) TO LA 83 +00 (6' RT} D23-2 LL 116 +53 (29' LT) w D20 -10 LA 85 +00 (5.75' RT) TO 84 +00 (6' RT) a D20 -11 LA 86 +00 (4.5' RT) TO 85 +00 (5.75' RT) c�� D20 -12 LA 87 +00 (3.25' RT) TO 86 +00 (4.5' RT) z z z D20 -13 LA 81+00 (47' LT) D20 -14 LA _8 +0 (0' RT) o D20 -15 LA 44W (2' RT) TO LA 79 +00 (0' RT) =Q w w cc D21- -1 LA 88 +00 (2' RT) TO LA 87 +00 (3.25' RT) m D21-•2 LA 88 +00 (47' LT) EACH D21 -3 LL 92 +50 (18' RT) J z J z t] � D21-4 LL 92 +50 (27' RT) w z D21 -5 LL 98 +53 (18' RT) J D21 -6 LR 98 +53 (21' LT) D22 -2 LL 103 +60 (45' LT) D22 -3 LL 103 +97 (19' LT) D22-�4 LL 103 +97 (18' RT) D22 -5 LL 103 +97 (20' LT) D22 -6 LL 105 +65 (16' RT) t SHEET TOTAL 922 -8 LL 107 +90 (23' LT) 022 -9 LL 107 +90 (13' RT) 14 w D22 -10 LL 107 +90 (15' LT) D22 -11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) CA L Of l 60 (,-` D23-1 LR 116+48 (18'L-0 D23-2 LL 116 +53 (29' LT) t SHEET TOTAL 1 1 -2— A�_ REOlON NO. STATE 3NO By K. EZEOKEKE 10 WASH RED BY S. LARSON 7/17/95 FED By R. SUAFOA .SOB NUMBER • EIqGR. J. JOHNSON 94WO97 • R.Q. ANDERSON CONTRACT NC, DATE DATE REVISION BY Y ll;�1�11 STRUCTURE NOTES '30 3� oI 14 z 14 w 14 a z J z F- J CA w W w J Z a z cx__ w d ~ a cc � c�� W J Q z z z z a o a o w w =Q w w cc w cr CC m EACH EACH EACH EACH 1 1 -2— A�_ REOlON NO. STATE 3NO By K. EZEOKEKE 10 WASH RED BY S. LARSON 7/17/95 FED By R. SUAFOA .SOB NUMBER • EIqGR. J. JOHNSON 94WO97 • R.Q. ANDERSON CONTRACT NC, DATE DATE REVISION BY Y ll;�1�11 STRUCTURE NOTES '30 3� oI 14 z 14 9114 14 a --� z z z __ J a z a 8,9, 14,26 � Q 0 Q 9 Lu Q x W J Q z w w z x w* m z �Z) QD zzD w 0 =Q Od C.Y. C.Y. C.Y. C.Y. e Fl 3 1 11-> 1 r5 0 ENVIRONMENTAL &ENGINEERING SERVICE CENTER Washington State Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. U] w z J w tD w U-1 cn 3� oI 14 14 9114 14 a 14 14 14 w 14 8,9, 14,26 9 M 9 9 C\l Q 0 O � Cr: 9 r 0 FW-- 9 w CL z F- z o ul W w J z J z t] � m w z J 0 Q 0 < 0 a U ."f C d u- EACH EACH EACH L.F. C.Y. 1 ENVIRONMENTAL &ENGINEERING SERVICE CENTER Washington State Department of Transportation GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. U] w z J w tD w U-1 cn ** SEE SPECIAL PROVISIONS. 1. -- EXTEND AND CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE. 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). 3. - EMBANKMENT COMPACTION USED FOR BUILDING BIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL QUANTITIES. 4. - CONNECT EXISTING STORM SEWER PIPE TO NEW CATCH BASIN. 5. -- SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL ON SHEET BD-4. 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. 7. - CONNECT 18 1N. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). 8. - PLUG ABANDONED PIPE. SEE PAVING QUANTITY TAB FOR ADDITIONAL CONCRETE CLASS 3000. 9. - ITEM IS FOR INFORMATION ONLY. FOR EXACT LOCATION AND TYPE OF PLASTIC DRAINAGE MARKING, SEE CHANNELIZATION DETAILS SHEET CD -2. 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 11. - SEE ILLUMINATION AND POWER DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. -- USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. 14 14 9114 14 14 14 14 8126 14 8,9, 14,26 9 9 9 9 9 9 9 9_ 9 9 9 FON' "Ati o�"�TX"UCTEur" PLANS" G�N, L y SR 445 SN -97 TU# WILA T4 FACT4RIA SCEMI - STAGE i SHEET -1 9 1 OF STRUCTURE NOTES 9B5 SHEETS S,? s// 7 STRUCTURE NOTES' NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE c¢ ° a- z M a o 1= w � ¢ J Q u w d Q z `�' w (L z_ cap © Z d p z � w CL ¢ CC Q a z w F— z z < --� m z _ ¢ F-- M ¢ 0 0 LL Q © z w �-- ~ F z n < m z _ ¢ FU-- ❑C ¢ a U LL ¢k ©cr z o w W cn 0 z° < o m U X cc H co ¢ w U C[ LL 107 +90 (15' w z < m H ¢ U ¢ o ? w z < m H ¢ C] ¢ z w z < m H ¢ U C.Y. C.Y. TON L.F. L.F. 1 Z f- 7_5' Lj= EACH EACH EACH D23-2 EACH EACH EACH D20- -6 LA 80 +00 (6.0' RT) TO LA 80 +00 (2' RT) -TR. 2 WITH W C ETED ° � cc LONGITUDINAL S, IN. THICK, � a w w DIAME INCHES LARGER T z z Q CIFIED. ALUMINIZED STEEL STORM SEWER PIPE: D20 -7 LA 80 +00 (2' RT) TO LA 79 +00 (0' RT) L.F. L.F - TR. 51 0.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 10 4 14 1 D20 -8 LA 83 +00 (6' RT) TO LA 80 +00 (2' RT) REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. INUM STORM SEINER PIPE: -TR. 5, 0.0 HICK. - -PLAIN WITH GAS ONGITUDINAL SEAMS N. THICK, DIAME INCHES ER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH 100 100 14 300 300 9114 1 100 D20 -9 LA 84 +00 (6' RT) TO LA 83 +00 (6' RT) _ 100 100 14 100 100 14 100 100 14 D20 -10 LA 85 +00 {5.75' RT) TO 84 +00 (6' RT) 10 8 14 ALUMINUM, 0.060 IN. THICK. 1 D20 -11 LA 86+00 (4.5' RT) TO 85 +00 (5.75' RT) - PLAIN ALUMINIZED STEEL OR PLAIN 100 100 8,9,14,26 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. 1 D20 -12 LA 87 +00 (3.25' RT) TO 86 +00 (4.5' RT) THICK. 9 1 - ALVANIZED STEEL OR TR. 2 N PITCH GALVANI IN. THICK. D20 -13 LA 81+00 {47' LT} 9 S w9.9 OF HYDRAULICS D20 -14 LA 81+04 (0' RT) 9 THERMOPLASTIC STORM SEWER PIPE D20 -15 LA ;�OT- (2' RT) TO LA 79 +00 (0' RT) AMENDMENT TO THE STANDARD 1 t SPECIFICATIONS. SIZE NOT TO EXCEED 24 I IN. COVER NOT TO EXCEED 15 FEET. - - -- - - -._ - -_ D21 -1 LA 88 +00 (2' RT) TO LA 87 +00 (3.25' RT) 1 D21 -2 LA 88 +00 (47' LT) D21 -3 LL 92 +50 (18' RT) D21-4 LL 92 +50 (27' RT) D21 -5 LL 98 +53 (18' RT) D21 -6 LR 98 +53 (21' LT) D22- -2 LL 103 +60 (45' LT) - D22 -3 LL 103 +97 { 19' LT} D22-4 LL 103 +97 (18' RT) D22- -5 LL 103 +97 (20' LT) D22 -6 LL 105 +65 (16' RT) D22 -8 LL 107 +90 (23' LT) D22- -9 LL 107 +90 (13' RT) cc D22 -10 LL 107 +90 (15' LT) D22 --11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) 37- 7- -1ZA 1 Z f- 7_5' Lj= D23-1 LR 116+48 (18' LT) D23-2 LL 116 +53 (29' LT) m z alvCU OT K. EZEOKEKE RED BY S. LARSON FED By R. SUAFOA • ENGR. J. JOHNSON • R.C. ANDERSON �� I r w a GENERAL NOTES: 0 0 0 0 0 0 FOK AS rOARSTnl rLA 4 11 Q Q 07� Z_ �; F 9 SHEET TOTAL - - --�- � REGION NO, STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER Washington state CT SN�98 � o WASH st TUKW�LA TO FA GaIA 7117195 Department of Transportation SC8DI - STAGE I JOB NUMBER SHEET 94WO97 19Z 0F CONT T NO STRUCTURE NOTES 9a5 DATE DATE REVISION BY v 5 5 SHEETS s�v�u /yr7 a 14 - ACCEPTABLE ALTERNATES FOR STORM cc SEWER PIPE ARE: w w W (n w VANIZED STEEL STORM SEWER PIPE: u o JR. 51 0. N. THICK. m z -TR. 2 WITH W C ETED ° � cc LONGITUDINAL S, IN. THICK, � a w w DIAME INCHES LARGER T z z Q CIFIED. ALUMINIZED STEEL STORM SEWER PIPE: L.F. L.F - TR. 51 0.064 IN. THICK. - PLAIN WITH GASKETED OR WELDED AND 10 4 14 REMETALIZED LONGITUDINAL SEAMS, 0.064 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. INUM STORM SEINER PIPE: -TR. 5, 0.0 HICK. - -PLAIN WITH GAS ONGITUDINAL SEAMS N. THICK, DIAME INCHES ER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH 100 100 14 300 300 9114 100 100 14 _ 100 100 14 100 100 14 100 100 14 8,26 10 8 14 ALUMINUM, 0.060 IN. THICK. - PLAIN ALUMINIZED STEEL OR PLAIN 100 100 8,9,14,26 NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. 9 - ALVANIZED STEEL OR TR. 2 N PITCH GALVANI IN. THICK. 9 S w9.9 OF HYDRAULICS 9 THERMOPLASTIC STORM SEWER PIPE CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD SPECIFICATIONS. SIZE NOT TO EXCEED 24 I IN. COVER NOT TO EXCEED 15 FEET. - - -- - - -._ - -_ 0 0 0 0 0 0 FOK AS rOARSTnl rLA 4 11 Q Q 07� Z_ �; F 9 SHEET TOTAL - - --�- � REGION NO, STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER Washington state CT SN�98 � o WASH st TUKW�LA TO FA GaIA 7117195 Department of Transportation SC8DI - STAGE I JOB NUMBER SHEET 94WO97 19Z 0F CONT T NO STRUCTURE NOTES 9a5 DATE DATE REVISION BY v 5 5 SHEETS s�v�u /yr7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LL 107 +90 (23' D20 -6 LA 80 +00 (6.0' RT) TO LA 80 +00 (2' RT) D20- -7 LA 80+00 (2' RT) TO LA 79 +00 (0' RT) D20 -8 LA 83 +00 (6' RT) TO LA 80 +00 (2' RT) D20 -9 LA 84 +00 (6' RT) TO LA 83 +00 (6 RT) D20 -10 LA 85 +00 (5.75' RT) TO 84 +00 (6' RT) 620 -11 LA 86 +00 (4.5' RT) TO 85 +00 (5.75' RT) D20 -12 LA 87 +00 (3.25' RT) TO 86 +00 (4.5' RT) 620 -13 LA 81+00 (47' LT) D20 -14 LA 81+04 (0' RT) D20-15 LA 7-8+92 (2' RT) TO LA 79 +00 (0' RT) LL 105 +65 (16' --� o D21 -1 LA 88 +00 (2' RT) TO LA 87 +00 (3.25' RT) 621 -2 LA 88 +00 (47' LT) D21 -3 LL 92 +50 (18'R-0 co o d 0 D21-4 LL 92 +50 (27' RT) D21 -5 LL 98 +53 (18' RT) D21 -6 LR 98 +53 (21' LT) D22 -8 LL 107 +90 (23' LT) D22 -9 LL 107 +90 (13' RT) 3; 15. SEE BIKE PATH STRUCTURE NOTE SHEET Q TANKS: D22 -2 LL 103 +60 (45' LT) D22 -3 LL 103 +97 (19' LT) D22 -12 LL 113 +65 (15' RT) D22-4 LL 103 +97 (18' RT) D22 -5 LL 103 +97 (20' LT) D22 -6 LL 105 +65 (16' RT) D22 -8 LL 107 +90 (23' LT) D22 -9 LL 107 +90 (13' RT) 3; 15. SEE BIKE PATH STRUCTURE NOTE SHEET Q TANKS: D22 -10 LL 107 +90 (15' LT) D22 -11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) DZ,L- i 2A L_P_ t I z_ -�-ts c� (?_c:>' D23-1 LR 116+48 (18' LT) D23-2 ILL 116 +53 (29' LT) ZACU o T K. EZEOKEKE RED BY S. LARSON XED 137 R. SUAFOA • J. JOHNSON R.Q. ANDERSON SHEET TOTAL 7117195 DATE DATE G, REVISION cc w w 0 co z O w z w .J CL 0 [L L.F. G-, 1 cr w 0 z o< z cc w � w J � C.3 E1. L.F. w w 0 C] z 0 Q U � z w w J a- 0 n. L.F. 0 REGION NO.I STATE O WASH JOB NUMBER 94WO97 CONTRACT � r•t -- o . BY 4_5 STRUCTURE rr w 0 r �i 0 U- w z °C Oco �I 0 w 0 co EACH ,I r I F) IVA n w MEMO PA 16M, J� L.F. NOTES -* '71 A cn U J w w = zz ° Q � o z z cc U- �f z U J w W � z CJ ,n c © o Q � cn z z cr Z) [D U- co L.F. (5 0 ENVIRONMENTAL & ENGINEERING SERVICE CENTER r •� "7 741 GENERAL NOTES: � VI aw 3; 15. SEE BIKE PATH STRUCTURE NOTE SHEET Q TANKS: Q w co a w w FOR ADDITIONAL QUANTITIES. w w ACCEPTABLE ALTERNATES FOR STORM w cWn to cry SEWER PIPE ARE: cr 0 cc 0 _j z _j GALVANIZED STORM SEWER PIPE: °�° 0 16. - THE ONLY ACCEPTABLE ALTERNATES D -TR. 2 WITH SMOOTH INVERT. 3" X 111 m co o d 0 a Z co z z z -- -- - -- u tai ° ~ I'd- c a L.F. L.F. L.F. G, REVISION cc w w 0 co z O w z w .J CL 0 [L L.F. G-, 1 cr w 0 z o< z cc w � w J � C.3 E1. L.F. w w 0 C] z 0 Q U � z w w J a- 0 n. L.F. 0 REGION NO.I STATE O WASH JOB NUMBER 94WO97 CONTRACT � r•t -- o . BY 4_5 STRUCTURE rr w 0 r �i 0 U- w z °C Oco �I 0 w 0 co EACH ,I r I F) IVA n w MEMO PA 16M, J� L.F. NOTES -* '71 A cn U J w w = zz ° Q � o z z cc U- �f z U J w W � z CJ ,n c © o Q � cn z z cr Z) [D U- co L.F. (5 0 ENVIRONMENTAL & ENGINEERING SERVICE CENTER r •� "7 741 GENERAL NOTES: 14 14 18. --FOR 72, 96 AND 120 INCH DETENTION ° 15. SEE BIKE PATH STRUCTURE NOTE SHEET Q TANKS: Q a 14 FOR ADDITIONAL QUANTITIES. w w ACCEPTABLE ALTERNATES FOR STORM w 8,9114,26 SEWER PIPE ARE: _j _j GALVANIZED STORM SEWER PIPE: °�° co 16. - THE ONLY ACCEPTABLE ALTERNATES D -TR. 2 WITH SMOOTH INVERT. 3" X 111 m co z D FOR ALUMINIZED STEEL STORM SEWER PIPE z z -- -- - -- z - -- ~ 9 9 z ARE: - -TR. 2 WITH SMOOTH INVERT. 3"X 1" d ¢ © °� < z -PLAIN WITH GASKETED OR WELDED AND cc °z arc °z cr- z z REMETALIZED LONGITUDINAL SEAMS 0.109 IN. CL Cq a ca CL ° 0 �, w THICK, DIAMETER 3 INCHES LARGER THAN 9 SPECIFIED. EACH EACH EACH EACH 9 14 SPIRAL RIB STORM SEWER PIPE: -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 9114 14 17. - USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS, SEE STANDARD PLAN 14 B--12. 14 14 9 TE- Fut( "AS uun,� FuM P LA S6 P v Cfl ILY �• SR 405 SN -99 Washington State TUKWILA TO EACTORIA VAf Department of Transportation - STAGE E I EI F ET 1 .J © STRUCTURE NOTES 9855 SHEETS 18. --FOR 72, 96 AND 120 INCH DETENTION 8,26 TANKS: 14 ACCEPTABLE ALTERNATES FOR STORM 8,9114,26 SEWER PIPE ARE: 9 GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 111 - --_- -- CORRUGATIONS AND WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. THICK. ALUMINIZED STEEL STORM SEWER PIPE: -- -- - -- - -- 9 9 - - -TR. 2 WITH SMOOTH INVERT. 3"X 1" CORRUGATIONS WITH WELDED OR GASKETED LONGITUDINAL SEAMS, 0.064 IN. TH ICK. 19. SEE "BACKFILL DETAIL FOR CONCRETE PIPE DETENTION TANK", DD -2. 20. SEE "BACKFILL DETAIL AND BOUYANCY CONTROL FOR METAL PIPE DETENTION TANK", DD-2. 9 9 9 9 9 9 9 TE- Fut( "AS uun,� FuM P LA S6 P v Cfl ILY �• SR 405 SN -99 Washington State TUKWILA TO EACTORIA VAf Department of Transportation - STAGE E I EI F ET 1 .J © STRUCTURE NOTES 9855 SHEETS NOTE: THE FIRST NUMBER OF THE CODE DESIGNATION BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE I-L }-00 (f�30" iL--r ?.g D20 -6 LA 80 +00 (6.0' RT) TO LA 80 +00 (2' RT) D20 -7 LA 80 +00 (2' RT) TO LA 79 +00 (0' RT) D20 -8 D20 -9 LA LA 83 +00 (6' RT) TO LA 80 +00 (2' RT) 84 +00 (6' RT) TO LA 83 +00 (6' RT) LL 103 +97 (19' LT) z D20 -10 LA 85 +00 (5.75' RT) TO 84 +00 (6' RT) D20 -11 LA 86 +00 (4.5' RT) TO 85 +00 (5.75' RT) D20-12 LA 87 +00 (3.25' RT) TO 86 +00 (4.5' RT) PITCHED ALUMINIZED STEEL 0.079 IN. 4 � D20 -13 LA 81+00 (47' LT) D20 --14 LA 81+04 (0' RT) 620 -15 LA 78+92 (2' RT} TO LA 79 +00 (0' RT) 14 DIAMETER CASINGS. 14 D21 -1 LA 88 +00 (L' RT) TO LA 87 +00 (3.25' RT) D21 -2 LA 88 +00 (47' LT) D21 -3 LL 92 +50 (18' RT) 8,26 14 STRUCTURES AND OBSTRUCTIONS ". D21-4 LL 92 +50 (27' RT) D21 -5 LL 98 +53 (18' RT) D21 -6 LR 98 +53 (21' LT) D22 -8 LL 107 +90 (23' LT) D22- -9 LL 107+90 (13' RT) D22 --10 LL 107 +90 (15' LT) D22 -11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) D23-1 LR 116+48 (18' LT) D23-2 LL 116 +53 (29' LT) 2INCU 0 Y K. EZEOKEKE RED 137— S. LARSON FED 137 R. SUAFOA • J. JOHNSON • R.Q. ANDERSON 1(0 I U-1 m z w Z Z a o rn EACH STRUCTURE NOTES � I-L }-00 (f�30" iL--r ?.g Ae 4-9 w go D22- -2 LL 103 +60 (45' LT) D22 -3 LL 103 +97 (19' LT) z SEAMS. - D22-4 D22 -5 LL .103 +97 (18' LL 103 +97 (20' RT) LT) D22- -6 LL 105 +65 (16' RT) D22 -8 LL 107 +90 (23' LT) D22- -9 LL 107+90 (13' RT) D22 --10 LL 107 +90 (15' LT) D22 -11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) D23-1 LR 116+48 (18' LT) D23-2 LL 116 +53 (29' LT) 2INCU 0 Y K. EZEOKEKE RED 137— S. LARSON FED 137 R. SUAFOA • J. JOHNSON • R.Q. ANDERSON 1(0 I U-1 m z w Z Z a o rn EACH STRUCTURE NOTES � 0 1 D 1 GENERAL NOTES: F ?.g 719 4-9 w go 0 ' I z '' J Q cc � z SEAMS. - ` w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. 4 � L 24. AT THE CONTRACTOR'S OPTION, AND W RISK, STEEL CASINGS OF A DIAMETER W NOT SMALLER THAN 18 INCHES MAY BE cr SUBSTITUTED FOR THE 24 INCH 14 DIAMETER CASINGS. 14 z 0 25. SEE SPECIAL PROVISION "STEEL 1 CASING PIPE INSTALLATION ". 9 26. SEE SPECIAL PROVISION "REMOVAL OF 8,26 14 STRUCTURES AND OBSTRUCTIONS ". 30- 1 27. SEE SPECIAL PROVISION "CATCH BASIN 8,9,14,26 3 TYPE 2 FOR TANK ". Q < _ 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 9 9 29. BLOCKOUT REQUIRED IN WALL SEE w w < w cn< EXTRA EXCAVATION CL. A - w DETENTION TANK ". > �x - 31. SEE SPECIAL PROVISION Q = v w w � cc © ° cc: z Z ° © © W.. � CO � � m Q Z ? [J7 Z w= 04 w= � C17 w � U-1 0 J U Q J d © Z f!] � w J W w ¢ w Q w _ 0 z — 0 z --- o w ° w © w Z a c z o Or- cn 0 U cn co c j �-- Z -- J — Z o Z a N Z o [] -. m Z m Z pa Z m w CC w Z ��? o LQ �a LLi tea- w Jn. w (n j (n M� a� a- a � ©t� .i ZD o � (1) Q LIL CL ¢ ci a rz w co 0 z� cn 0 EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. EACH S.Y. C.Y. S.F. 10 80 190 1 750 3 430 3510 130 1070 ---- --- -- 120 960 - .----- - 100 850 90 720 3 70 560 0 1 D 1 GENERAL NOTES: 3 9 "SPECIAL BORROW INCL. HAUL ". 21. SEE BIKE PATH QUANTITY TABULATION FOR ADDITIONAL ASPHALT CONCRETE GUTTER QUANTITIES. w 0 z 22. PLAIN WITH GASKETED OR WELDED J Q cc AND REMETALIZED LONGINTUDINAL z SEAMS. C� 9 w 23. ACCEPTABLE ALTERNATIVE; PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCHED ALUMINIZED STEEL 0.079 IN. 4 THICK. 14 24. AT THE CONTRACTOR'S OPTION, AND 9,14 RISK, STEEL CASINGS OF A DIAMETER 14 NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH 14 DIAMETER CASINGS. 14 14 25. SEE SPECIAL PROVISION "STEEL 1 CASING PIPE INSTALLATION ". 9 26. SEE SPECIAL PROVISION "REMOVAL OF 8,26 14 STRUCTURES AND OBSTRUCTIONS ". 1 27. SEE SPECIAL PROVISION "CATCH BASIN 8,9,14,26 TYPE 2 FOR TANK ". 9 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 9 9 29. BLOCKOUT REQUIRED IN WALL SEE RETAINING WALL PLANS. 30. SEE SPECIAL PROVISION "SHORING OR EXTRA EXCAVATION CL. A - 9 DETENTION TANK ". 31. SEE SPECIAL PROVISION 3 9 "SPECIAL BORROW INCL. HAUL ". ,rT i� SHEET TOTAL REGION NO' STATE 10 WASH 7/17/95 JOB NUMBER 94WO97 CONTRACT NO. DATE DATE REVISION BY LSw 2 9 F OR T A C 0, N S, `CTEU. V"A :y u-NU IVAL z> 1 9 AID. PROD. NO. ENVIRONMENTAL & ENGINEERING � SR 405 SERVICE CENTER Washington State TUKWILA TO FACTCRIA SN -� 00 V,P Department of Transportation SCaDl - STAGE I 194 STRUCTURE NOTES 9a5 SHEETS S(? yos/zji 7 2 9 2 9 -- 4 9 1 9 1 9 ,rT i� SHEET TOTAL REGION NO' STATE 10 WASH 7/17/95 JOB NUMBER 94WO97 CONTRACT NO. DATE DATE REVISION BY LSw 2 9 F OR T A C 0, N S, `CTEU. V"A :y u-NU IVAL z> 1 9 AID. PROD. NO. ENVIRONMENTAL & ENGINEERING � SR 405 SERVICE CENTER Washington State TUKWILA TO FACTCRIA SN -� 00 V,P Department of Transportation SCaDl - STAGE I 194 STRUCTURE NOTES 9a5 SHEETS S(? yos/zji 7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE _DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LL LOCATION D20 -6 LA 80 +00 (6.0' RT) TO LA 80 +00 (2' RT) D20 -7 LA 80 +00 (2' RT) TO LA 79 +00 (0' RT) D20 -8 LA 83 +00 (6' RT) TO LA 80 +00 (2' RT) D20 -9 LA 84 +00 (6' RT) TO LA 83 +00 (6' RT) D20 --10 LA 85 +00 (5.75' RT) TO 84 +00 (6' RT) D20 -11 LA 86-+-00 (4.5' RT) TO 85 +00 (5.75' RT) D20 -12 LA 87 +00 (3.25' RT) TO 86 +00 (4.5' RT) D20 -13 LA 81+00 (47' LT) D20 -14 LA 81+04 (0' RT) D20 -15 LA ;�8+92 - (2' RT) TO LA 79 +00 (0' RT) LT) D21 -1 LA 88 +00 (2' RT) TO LA 87 +00 (3.25' RT) D21 -2 LA 88 +00 (47' LT) D21 -3 LL 92 +50 (18' RT) D21-4 LL 92 +50 (27' RT) D21- -5 LL 98 +53 (18' RT) D21 -6 LR 98 +53 (21' LT) CGO ' LL 103 +60 (45' LT) DZ I -- & D22 -2 D22 -3 LL 103 +97 (19' LT} D22-4 LL 103 +97 (18' RT) D22 -5 LL 103 +97 (20'1_1} 022 -6 LL 105 +65 (16'R7) D22 -8 LL 107 +90 (23' LT) D22 -9 LL 107 +90 (13' RT) D22 -10 LL 107 +90 (15' LT) D22 -11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) D23-1 LR 116+48 (18' LT) D23-2 LL 116 +53 (29' LT) SHEET TOTAL HtU by S. LARSON 7117 RE U-13Y R. SUAFOA J. JOHNSON )NA • Q. ANDERSON DATE DATE STRUCTURE NOTES z ' � ?��'' y�G 32(� 3?� 3z� 33 0 3�1 GENERAL NOTES: O 32. CONNECT TO EXISTING MANHOLE D6 --53. z z z z z o a � _ d- � co LL � J F 33. INSTALL GRATE INLET AT LOWEST C) � E E w ELEVATION EAST OF WALL #3. 0 0 0 _ w r ,� J J J Q W° p Z W W W z © © © J 34. SEE DETAIL DD -5. Q O o w a Q W w m m m m _j _j _j � w 35. BEVELED END SECTION REQUIRED. w co w w Q � — v7 to r a o SEE STANDARD PLAN B -7A. < D < w z w 7 Z a Z a- z< W m- CC w m aa- O 0 x 0 a Q� ¢� Q� w CD 0 cu M (D "' U ¢ Q ¢ 2 ~' "M 7.E 0 u' 36. BORING FROM WETLAND ON SHOULDER C.Y. C.Y. C.Y. TON C.Y. G.Y. EACH EACH EACH EACH EACH EACH WILL NOT BE ALLOWED. 1 1 14 2 11 14 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. 1 31 9,14 1 10 ---- ---- 14 1 10 14 1 10 14 1 10 --- - -- -- ___.__ 14 0.2 8,26 14 1 10 0.2 8,9,14,26 9 9 9 1 9 9 1 9 9 1 9 9 9 1 Q CO A% STPUCTED 61 9 W"ILY 9 1 0 BLS 5,EF-- F1 i �f �'1� 600 9 REG'oN N°- STAT ED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING SR 405 SERVICE CENTER �� Washington state TUKWILA TO FACTCRIA SN -� �� O WASH Department of Transportation �' P SC &D! ,- STAGE I JOB NUMBER SHEET 94WO97 1 F ormRACT NO. STRUCTURE NOTES 985 SHEETS REVISION BY __ -- - STRUCTURE NOTES NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. � co �- r� O c,, �- w a ....1 O z� <Q 2 a Z ao c„ a �, .�- w a 0 z� Q� 2 0 � Z � ~ nr o i c„ t,, _ w a. O z� Q M© �I5 z Z Q c� `- �' °, ° cam, w a© - �, CO _ w a —1 r 0 z w << M 0 LL ' � ° o c w � a -.j 0 �-~ Za < 2 F-- ° `� � o Ir w � w —i 0 Zap". Q>- ME i--• F--� z w F- c Q z = � f -- a d L 3 � d © z �• w Q z w c3 uJ Zoc o U co 1 w o z= Q ¢ � n Q M0 o "� o u- w U¢ 0 cr J w LL *_ o � a a z o 0 3-51 Q w J p w o z© oZ) = cc r- cc zQ ui oz U:D cn 'r" z d w z w W U7 CODE LOCATION EACH EACH EACH EACH i r ? s`1 + J L7 ��j r / EACH EACH 116+48 (18' EACH EACH EACH EACH LT) EACH S.Y. D20 -6 LA 80 +00 (6.0' RT) TO LA 80 +00 (2' R-0 14 D20 -7 LA 80 +00_ (2' R_T) TO LA 79 +00 {0' RT} 14 D26 -8 LA 83 +00 (6' RT) TO LA 80 +00 (2' RT) 9,14 D20 -9 LA 84 +44 (6' RT} TO LA 83 +00 (6' RT) 14 D20 -1 D LA 85 +00 {5,75' RT} TO 84 +00 (6' RT) 14 D20 -11 LA 86 +00 (4.5' RT) TO 85 +00 (5.75' RT) 14 D20 -12 LA 87 +00 (3.25' RT) TO 86 +00 (4.5' RT) 14 D20 -13 LA 81+00 (47' LT) 1 D20 -14 LA 81+04 (4' RT) 8,26 D20 -15 LA 2' RT) TO LA 79 +00 (D' RT) 14 D21 -1 LA 88 +00 (2' RT) TO LA 87 +00 (3.25' RT) 1 8,9,14,26 D21 -2 LA 88 +00 (47' LT) 1 D21 -3 LL 92 +50 (18' RT) 1 9 1_______ 9 D21-4 LL 92 +5D {27' RT} D21 -5 LL 98 +53 (18' RT) 1 9 D21 -6 LR 98 +53 (21' LT) 1 { 1 f i r 1 D22 -2 LL 143 +60 (45' LT) 9 D22 -3 LL 103 +97 (19' LT) 1 D22-4 LL 103 +97 ( 18' RT) - 1 9 D22 -5 LL 103 +97 (20' LT) 9 D22• -6 LL 105+65 { 16' RT} .---- -- 1 -g - - D22--8 LL 107 +90 (23' LT) D22 -9 LL 107 +90 (13' RT) D22 -1 D LL 107 +90 (15' LT) D22• -11 LL 109 +00 (29' LT) D22 -12 LL 113 +65 (15' RT) 1; %sue i r ? s`1 + J L7 ��j r / D23-1 LR 116+48 (18' LT) D23-2 LL 116 +53 (29' LT) ,r�CU D T R. SUAFOA • ENGR. J. JOHNSON • R.Q. ANDERSON SHEET TOTAL 7/17 DATE__j DATE REVISION i 1 S SE /=1IIIt 0 00 1-. REGION NO. STATE FE 10 MASH JOB NUMBER 94WO97 CONTRACT NO. BY 1 1 1 -9- -#9- ENVIRONMENTAL &ENGINEERING SERVICE CENTER AdMb■ Washington State TAJF Department of Transportation s GENERAL NOTES: 9� [FOR � �� S ��STR�€GTED s L t' '' .. S 0s�.Y SR 405 SN -1 02 TUKWIL.A TO FACTORIA SCE0 -STAGE # SHEET OF STRUCTURE NOTES 9eF5 SHEETS S/C yo,5/5'�7 NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO TI-T_: DRAINAGE FEATURE FOUND ON THAT SHEET. CODE K. EZEQKEKE LOCATION D23 -3 LL 116 +53 (15' RT) D23 -4 LL 118 +50 (29' LT) D23 -5 LL 121+30 (15' RT) -.� D23 -6 LL 124 +50 (20'-RT) z L -' I& - *(R-fl � r � 1 D24-1 LL 131+90 Lu = w SERVICE TO NEW CATCH BASIN OR MANHOLE. D24 -3 LL 136 +05 (20' RT) W (] Q W 15 1 w J 0 Q z 0 W w- EACH �I 1! 'he, L t0l, EACH w Z w w 0 C� W EACH W z W C7 z 0 W EACH D24.5 LL 138 +10 (40' LT) L 20 T) D25 -1 LL 140 +96 (48' LT) D25-2 LL 143 +45 (32' LT) D25 -4 LL 146 +15 (21' LT) �H1 -1 L 334 +32 (70' LT) TO L 333 +75 (144.5' LT) Hl -2 L 333 +75 (144.5' LT) TO L G T y Hl-4 .--L-333-F-2 k ? 3 �_�- 1. �� �� J L 3 3 -_- J- -� # H 1 -4A L 330 +89 (207.3' LT) - - - G 1 -1 LA 8 +43 (88' R T) O LA 7 +40 (95' RT) - , G1 -3 L 461+07.6 (279' RT) TO L 461+49 (193' RT) �y31 60 L 330 4 1,7 7., L, L L3 -�a + 8�, 5 671-6 S; — -5 (1 L � � f o L. 3 ,3o - 01_5 o 4- `i a 6-¢7s DESIGNED BY K. EZEQKEKE ENTERED BY S. LARSON CHECKED BY R. SUAFOA PROJ. ENGR. J. JOHNSON REGION ADM. R.Q. ANDERSON 0 0 z 0 CL Q 0 w w G.Y. STRUCTURE NOTES � 76 37' 31 0 w L] � Q Z G.Y. U z U w I w z _ d C.Y. J Z 0 U X 0 � a_ Z C.Y. -�_6 0 w J Z W w 0 EACH c•� w a- w z w F-- EACH * 0 w u.. w �r I GENERAL NOTES: *GRAVEL BACKFILL FOR PIPE BEDDING IS INCIDENTAL TO THE PRICE OF THE PIPE AND IS LISTED FOR INFORMATIONAL PURPOSES ONLY. uj � w CL z ~ 0 ** PROVISIONS. SEE SPECIAL PROM w 0 ct� z J m z 1. - EXTEND AND CONNECT EXISTING PIPE Lu = w SERVICE TO NEW CATCH BASIN OR MANHOLE. CL U) -=E W (] Q W co 2. - SEE DRAINAGE DETAILS (DD1 TO DD8). EACH L. F. C.Y. 8117195 Rev. Stations & Quantities J. C. CONTRACT NO. 9 3. - EMBANKMENT COMPACTION USED FOR DATE DATE REVISION BY 6� BUILDING SIOFILTRATION SWALE BANKS. SEE ROADWAY PROFILES FOR ADDITIONAL 9 QUANTITIES. 9 4. - CONNECT EXISTING STORM SEWER PIPE w 9 TO NEW CATCH BASIN. 9 9 5. - SEE CAST -IN -PLACE CONCRETE BARRIER TYPE 4B DETAIL O N SHEET B D -4. 9 6. - INSTALL STANDARD FRAME & GRATE FOR CATCH BASIN. g 7. - CONNECT 18 IN. DIAM. DUCTILE IRON PIPE TO MANHOLE (SEE BRIDGE PLAN). QUANTITY TAB FOR ADDITIONAL CONCRETE _... _ ..._- -_ ...__.._..._ .... .... . .... .._ _. . - - - -- - -- - - -__-- --- _ . __...- - -- -- -- -- - - -- CLASS 3000. 16,17 -- 16017 9 _STEM IS FOR INFORMATION ONLY. FOR � 14 EXACT LOCATION AND TYPE OF PLASTIC __.._ ....... _ .... _ _......__..._ __________ - - - - - -- DRAINAGE MARKING, SEE CHANNEUZATION 16,17 DETAILS SHEET CD -2. 4 ol Z_ 11580 16,17 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 14 -µ f - -- - -�� 8 11. SEE ILLUMINATION AND POWER _ 14 DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. --8-, -4~ irr■�nnnrrr•w�r.�no■ ■ - - -- - ■�nr�urmnu. Washington State V� Department of Transportation SR 405 TUKWILA TO FACTORIA SC &Dt - STAGE 1 STRUCTURE NOTES SN-10 SHEET 1g-7 OF 985 SHEETS os /yid i SHEET TOTAL PROJECT TOTAL _3___ REGION No. STATE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING 10 WASH SERVICE CENTER 7/17195 JOB NUMBFFi _ _ -- - -- -- - 94W097 8117195 Rev. Stations & Quantities J. C. CONTRACT NO. DATE DATE REVISION BY 6� 16,17 10. - USE SOLID METAL COVER FOR CATCH BASIN IN PLACE OF GRATE. 14 -µ f - -- - -�� 8 11. SEE ILLUMINATION AND POWER _ 14 DISTRIBUTION PLAN SHEETS FOR INFOR- MATION REGARDING UTILITIES IN THIS AREA. 12. - USE SIZE 660 COALESCING PLATE WITH MAXIMUM PROCESS FLOW OF 415 GPM AND DESIGN FLOW OF 125 GPM. 13. - CLEAN EXISTING DRAINAGE STRUCTURE. --8-, -4~ irr■�nnnrrr•w�r.�no■ ■ - - -- - ■�nr�urmnu. Washington State V� Department of Transportation SR 405 TUKWILA TO FACTORIA SC &Dt - STAGE 1 STRUCTURE NOTES SN-10 SHEET 1g-7 OF 985 SHEETS os /yid i NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE D23-3 LL 116 +53 (15' RT) D23-4 LL 118 +50 (29' LT) D23-5 LL 121+30 ( 15' RT) D23-6 LL 124 +50 (20' L. 2_ LL 131+90 (23' RT) D24 -1 T LL 136 +05 (20' RT) D24 -3 26-,' D24 -5 LL 138 +10 (40' LT) D7_ lq_ --1 Is + II /,;S 7 -1--2- 4 c2a I P-T-) D25-1 LL 140 +96 (48' LT) D25-2 LL 143+45 (32' LT) D25-4 LL 146 +15 (21' LT) Hl-1 L 334 +32 (70' LT) TO L 333 +75 (144.5' LT) Hl-2 L 333 +75 ( 144.5' LT) TO H1 -3 H1-4 . ' ' 1 Ti H 1-4A L 330 +89 (207.3' LT) H 1 -5 ov 141 - Lr 4-1? E�.1±3 --1 0 z./ ) q 0. -�, 6---r ) -T,; t - f 'I G1 -1 LA 8+43 (88' RT) TO LA 7+40 (95' RT) G 1 -3 L 461 +07.6 (279' RT) TO L 461 +49 ( 193' RT) r STRUCTURE NOTES ltC�� f 25 - I IM_ M1�L� Z5 2_+ Sa (--S' L LIN I tZhtZU UT S. LARSON CRECKED 87 R. SUAFOA PROTIM R. J. JOHNSON REGION • R.Q. ANDERSON e _ - *Aro (ZS SHEET TOTAL PROJECT TOTAL 7. DATE I DATE 0 M REVISION 7& ' F-0r ! f REGION NO. STATE i 0__[ __ASH JOB NUMBEP 94WO9? CONTRACT NO. BY 77DTPY Zs SFr / --/& A�/_ e0D PRO J. No. ENVIRONMENTAL 8c ENGINEERING SERVICE CENTER 4-50- 4-3-9-- 1386- - Washington State Department of Transportation FOR" "A'S" CONSTR"umu'rIED PLANsIII% ff% 7 SR 445 SN -1 44 TUKWIL.A TO FAC"ORrA SCaDl .- STAGE I SHEET STRUCTURE NOTES %V5 J H E L 1 S 5/C vo 61_,"5ll 7 GENERAL NOTES: T Q Q Q ; Q W 14 - ACCEPTABLE ALTERNATES FOR STORM © o w u; SEWER PIPE ARE: z z 0 z z o Q w � N � n ¢ � a... w � � �„ oc n ANIZED STEEL STORM SEWER PIPE. Cc_ o w a w C\; w I— a co Y CL o � w cwn m }-- --TR. 5, D.0 THICK. J z w ��. _j � o > >_ 2 z -TR. 2 WITH WELD GASKETS ww U o ¢ z u' z z cn Z 0 cn Q Z Cc co Z z z ¢ LONGITUDINAL SEAMS 0. HICK U n. ¢ o w a --- ¢ z m z ¢ z m z O ¢ � m U cn ¢ m cn ¢ m 0 ¢ m CID w � o� DIAMETER 31 RGER THAN CL n o w = ac cc w w z = ¢ U = ¢ U �' = cic U �-- _ U _ U = U w z ¢_ �. z 0 SP cn ¢ ¢ o z ¢ CC E-- ac ¢ p �-- ac ¢ Q �-- w ¢ w r- ¢ F -•- Q �— ¢ cn w w Z zZ � C� D D U LL C3 LL. U []C L7 L7 U }-- a �] ALUMINIZED STEEL STORM SEWER PIPE: G.Y. C.Y. TON L.F. L.F. EACH EACH EACH EACH EACH EACH L.F. L.F - TR. 5, 0.064 IN. THICK. _ - - --- - -- 9 - - - -- -- -- -- - PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS, 0.964 IN. THICK, DIAM. 3 IN. LARGER THAN SPECIFIED. 9 SEE TABLE 8 -9.2 OF HYDRAULICS MANUAL. 9 _ NUM STORM SEINER PIPE: 9 -TR. 5, 0.0 THICK. 9 -PLAIN WITH GASK NGITUDINAL 9 SEAMS 0 . THICK, DIA 3 INCHES ER THAN SPECIFIED. 9 SPIRAL RIB STORM SEWER PIPE: - PLAIN ALUMINUM OR PLAIN NARROW PITCH ALUMINUM, 0.060 IN. THICK. 9 - PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL, 0.064 IN. THICK. - 2 STEEL OR T WcRfKM PITCH GAL" 64 IN. THICK. IIWRLE 8 -9.9 OF HYDRAULICS 15,1 4-/9, 16'17 THERMOPLASTIC STORM SEWER PIPE TL; �� . S I z' Tc 4 : � .�c 1 �� 'ter 20 14 14 CONFORMING TO SECTION 9 -05.19 OFTHE AMENDMENT TO THE STANDARD .-: =� �' , ��, �' -��-� r r�� ` jr, 1 16117 SPECIFICATIONS . SIZE NOT TO EXCEED 24 4 IN. COVER NOT TO EXCEED 15 FEET. :�, .- �.. i `� i - 3 -3 g 15 L—T`� 1 16,17 {� y & 14 8 130 125 14 ltC�� f 25 - I IM_ M1�L� Z5 2_+ Sa (--S' L LIN I tZhtZU UT S. LARSON CRECKED 87 R. SUAFOA PROTIM R. J. JOHNSON REGION • R.Q. ANDERSON e _ - *Aro (ZS SHEET TOTAL PROJECT TOTAL 7. DATE I DATE 0 M REVISION 7& ' F-0r ! f REGION NO. STATE i 0__[ __ASH JOB NUMBEP 94WO9? CONTRACT NO. BY 77DTPY Zs SFr / --/& A�/_ e0D PRO J. No. ENVIRONMENTAL 8c ENGINEERING SERVICE CENTER 4-50- 4-3-9-- 1386- - Washington State Department of Transportation FOR" "A'S" CONSTR"umu'rIED PLANsIII% ff% 7 SR 445 SN -1 44 TUKWIL.A TO FAC"ORrA SCaDl .- STAGE I SHEET STRUCTURE NOTES %V5 J H E L 1 S 5/C vo 61_,"5ll 7 STRUCTURE NOTES-* D24 -5 LL 138 +10 (40' LT) 625-1 LL 140 +96 (48' LT) D25-2 LL 143+45 (32' LT) 625-4 LL 146 +15 (21' LT) Hl-1 L 334 +32 (70' LT) TO L 333 +75 (1 44.5' LT) Hl-2 L 333 +75 ( 144.5' LT) TO 111 -3 . ' . 34 L;; I Z� 'j-(1--6f.;?c H1-4 s 5 91 Z, H_1-4A 63 6 70 71 r 9 i 7z LA 8+43 (88' RT) TO LA 7+40 (95' RT) 1 0 NOTE: w U-1 w w w w w w w w cc FW.. ¢ Z z cn THE FIRST NUMBER OF THE a a- co to co to co U o © o ° w � "CODE DESIGNATION" BELOW cc � °� J W w W Q W Q W Q W ,",,,� REFERS TO THE SHEET NO. OR u u cn u7 D co cn Q W Q p � cn ��- �'�- cn � � _ � m THE SHEET REFERENCE NO. CC � z z 6 uj z v z z m m m � z w o SHOWING THE DRAINAGE FEATURE. ° a U Q o Q o <� <� z z z E-- z THE SECOND NUMBER REFERS TO co �� co �� LL:a Li © Lc o €: ° c� zCC z ©o �� ca ci ¢ �-- � ¢ F--- < � J Q THE DRAINAGE FEATURE 0¢ p d zz W _,.,, ZZ w zz W .... zz W o -`D 5 E -- ¢ oC Q2 = Sc <� = Q ��_ Q< �� Q �< Q° �� f-- Q w z FOUND ON THAT SHEET. Up 0 ir (0 c� CC f,0 XCN w� o w0 [)aWrc° w° w Z Z° W Z Z Z Z W W J W 9: j J W a- W O z � Z Z H ©- Z H 0- Z — a- � O Z w W Cl a. CV U Cl U CL U EL U tl C] C!] co tL CD Cv cD M C\J Cu CODE L.F. L.F. L.F. L.F. L.F. L.F. EACH L.F. L.F. L.F. EACH EACH EACH EACH D23-3 LL 116 +53 ( 15' RT) 9 D23-w4 LL 118 +50 (29' LT) D23- -5 LL 121+30 ( 15' RT) 9 D23-6 LL 124 +50 20' RT) 9 ••7L/ 1 i I � (1 3 r 1 -"'•1 D24• -1 LL 131+90 (23' RT) 9 nQA _0 F 86 106 9 D24• -3 LL 136 +05 (20' RT) 9 D24 -5 LL 138 +10 (40' LT) 625-1 LL 140 +96 (48' LT) D25-2 LL 143+45 (32' LT) 625-4 LL 146 +15 (21' LT) Hl-1 L 334 +32 (70' LT) TO L 333 +75 (1 44.5' LT) Hl-2 L 333 +75 ( 144.5' LT) TO 111 -3 . ' . 34 L;; I Z� 'j-(1--6f.;?c H1-4 - H_1-4A L 330 +89 (207.3' LT) ✓ J =` r 9 i G 1 -1 LA 8+43 (88' RT) TO LA 7+40 (95' RT) 1 0 G 1 -3 L 461+07.6 (279' RT) TO L 461+49 (193' RT) 4. F0 SHEET TOTAL -+66- PROJECT TOTAL 10 --�- -- ESIGNED By K. EZEOKEKE NTERrz9 BY S. LARSON 7117135 HECKED BY R. SUAFOA ROT ENGR. J. JOHNSON 8IZ5/ EGION • R.Q. ANDERSON h+ rc DATE DATE AEVISION -.. _. 3 .- .. ..3 - .. 4 .. 1 - - - - f . _ - .f - - _ .. .. -- - -- .1. - . . -. -. . -- - - - - - - -- f -- _ - -- - - - - t_..._ -.... L .._ -.. - - I {-- - - --. -. -..._ '- '- REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CON'T'RACT NO. BY �v a FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING SERVICE CENTER 4--- -- - ---4 -- - Washington State rjp Department of Transportation GENERAL NOTES: 15. SEE BIKE PATH STRUCTURE NOTE SHEET FOR ADDITIONAL QUANTITIES. 16. - THE ONLY ACCEPTABLE ALTERNATES FOR ALUMINIZED STEEL STORM SEWER PIPE ARE: -PLAIN WITH GASKETED OR WELDED AND REMETALIZED LONGITUDINAL SEAMS 0.109 IN. THICK, DIAMETER 3 INCHES LARGER THAN SPECIFIED. SPIRAL RIB STORM SEWER PIPE: - -PLAIN ALUMINIZED STEEL OR PLAIN NARROW PITCH ALUMINIZED STEEL 0.109 IN. THICK. 17. •- USE CONCRETE PIPE ANCHORS. SEE SPECIAL PROVISIONS. SEE STANDARD PLAN B -12. 9 18. --FOR 72,96 AND 120 INCH DETENTION TANKS: ACCEPTABLE ALTERNATES FOR STORM 9 SEINER PIPE ARE: GALVANIZED STORM SEWER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" CORRUGATIONS AND WELDED OR 16,17 GASKETED LONGITUDINAL SEAMS, o.964 IN. 16, i 7 THICK. 14 ALUMINIZED STEEL STORM SEINER PIPE: -TR. 2 WITH SMOOTH INVERT. 3" X 1" 16'17 CORRUGATIONS WITH WELDED OR ___ - -4__ GASKETED LONGITUDINAL SEAMS, 0.064 IN. 16,17 TH ICK. 14 19. SEE "BACKFILL DETAIL FOR CONCRETE 8 PIPE DETENTION TANK ", DD -2. 14 20. SEE "BACKFILL DETAIL. FOR METAL. PIPE DETENTION TANK", DD -2. FAN mff% A ^ js% UK As UuMSTK'UCTED r "LANSPY MILY SR 405 TUKWILA TO F'ACTORIA SC4DI — STAB£ I STRUCTURE NOTES SN -105 caFET ,199 yr ,9815 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET NO. OR THE SHEET REFERENCE NO. SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. CODE LiF, Vi- µ i J I i� -4- 2-A. 2(f �° 16 S D23-3 LL 116 +53 (15' RT) 623-4 LL 118 +50 (29' LT) D23-5 LL 121+30 (15' RT) D23-6 LL 124 +50 (?0' R a H 1 -2 CL D24 -1 LL 131 +90 (23' RT) D24 -3 ILL 136 +05 (20' RT) D24- -5 ILL 138 +10 (40' LT) STRUCTURE NOTES EACH I EACH I EACH I EACH I L.F. I L.F. I L.F. I I L.F. I L.F. --- 7 LiF, Vi- µ i J I i� -4- 2-A. 2(f �° 16 S D7 D25-1 625 2 LL 140 +96 (48' LT) LL 143+45 (32' LT) LL 146 +15 (21' LT) o w D25-4 a H1 -1 L 334 +32 (70' LT) TO L 333 +75 (144.6'L-0 21. z w a H 1 -2 CL , , E w w . ' '?� o w c) w . 31 -21 z co aw � w t CL 0: w w to < w co H1 -5 J J Hi l-Y <z w W LA 8+43 (88' RT) TO LA 7+40 (95' RT) x = w z 22. PLAIN WITH GASKETED OR WELDED CIO m Q Q Q C� w G 1 -3 c() AN D REMETALIZED LONGINTUDINAL c/) C QZ c~n 9 tc, 5-3Z-4 Lq -1 - 2-- (1 '31, O c~n co Nc x d � Cl q Lr F �5 CL a z rr a a z oc F— 23. ACCEPTABLE ALTERNATIVE, PLAIN w= °.` Way w to 0 U' 0 w w --� Z C.Y. Z PITCHED ALUMINIZED STEEL 0.079 IN. Z Z cW Q Q Q U Q TH ICK. � w � N c C7 w N c� o =13 © H p c!i co C/) C17 Z Z w J C'4 , a W _j 00 r a Z cj Z C j � Z 0(D � a 01' m c [n c _ M© a SUBSTITUTED FOR THE 24 INCH _ _i 0L Z) rL 0 9 DIAMETER CASINGS. 1 cl0 00 9 Qa. Qa.. 1 EACH I EACH I EACH I EACH I L.F. I L.F. I L.F. I I L.F. I L.F. --- 7 LiF, Vi- µ i J I i� -4- 2-A. 2(f �° 16 S D7 D25-1 625 2 LL 140 +96 (48' LT) LL 143+45 (32' LT) LL 146 +15 (21' LT) GENERAL NOTES: w D25-4 a H1 -1 L 334 +32 (70' LT) TO L 333 +75 (144.6'L-0 21. z w H 1 -2 L 333 +75 (144.5' LT) TO , , E a�•� H 1 -3 . ' '?� ��? ` U �� r H 1-4 . 31 -21 z co 6c� °� t H 1-4A L 330 +89 (207.3' LT) co GUTTER QUANTITIES. CO �- H1 -5 .8 J o "� Hi l-Y / .q f f�•�1L.�•!.� l.n �I��_l1J �.lL�`i�i� G 1 -1 LA 8+43 (88' RT) TO LA 7+40 (95' RT) x = w z 22. PLAIN WITH GASKETED OR WELDED co z Q � w � G 1 -3 L 461+07.6 (279' RT) TO L 461+49 (193' RT) AN D REMETALIZED LONGINTUDINAL a C o 9 tc, 5-3Z-4 Lq -1 - 2-- (1 '31, Lrb -F 0 z m w Ll �3'& r S1 Cl q Lr F �5 t SEAMS. x 87 r 235 1�+ I go, 2- (� q 8 5 ;.� -t iVIgLL2. D I r. -� a1vCtJ n r K. EZEOKEKE RED BY s. LARSON RED By R. SUAFOA • J. JOHNSON • R.Q. ANDERSON 5 5x-95 SHEET TOTAL PROJECT TOTAL 7/23195 DATE 1 DATE .-7-- ! r C INSMUCTED 91 Kv PLANSFY ONLY Fa � M i f� S S .ff F1 A/f' -�--~ ----- �- - 4874 - - -860— REGION NQ. STATE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING � SR 405 10 WASH SERVICE CENTER Washington State TUKWILA TO FACTORIA SN - 106 Department of Transportation $GEQI STAGE i JOB NUMBER SHEET 2–00 WNTMCT NO. STRUCTURE NOTES 9S REVISION BY SHEETS �z Zia__ �° 16 S D7 GENERAL NOTES: w a w cn o 21. z w SEE BIKE PATH QUANTITY TABULATION � w z o FOR ADDITIONAL ASPHALT CONCRETE ° z co m Q w co GUTTER QUANTITIES. CO �- r� w J o "� —.r Q Q Q � w F- O �_ x = w z 22. PLAIN WITH GASKETED OR WELDED co z Q � w � � AN D REMETALIZED LONGINTUDINAL a C o 0 z � Z ~ m 0 z m w w a- SEAMS. x f--- a z w c� w 23. ACCEPTABLE ALTERNATIVE, PLAIN Q °.` a w to 0 U' 0 ALUMINIZED STEEL OR PLAIN NARROW L.F. EACH S.Y. C.Y. S. F. PITCHED ALUMINIZED STEEL 0.079 IN. 3 9 TH ICK. 24. AT THE CONTRACTOR'S OPTION, AND 4 9 RISK, STEEL CASINGS OF A DIAMETER 4 9 NOT SMALLER THAN 18 INCHES MAY BE SUBSTITUTED FOR THE 24 INCH 4 9 DIAMETER CASINGS. 1 9 1 9 25, SEE SPECIAL PROVISION "STEEL CASING PIPE INSTALLATION ". 2 9 26. SEE SPECIAL PROVISION "REMOVAL OF STRUCTURES AND OBSTRUCTIONS ". 2 9 27. SEE SPECIAL PROVISION "CATCH BASIN TYPE 2 FOR TANK ". 28. SEE SPECIAL PROVISION "TANK BULKHEAD ". 119 340 2230 16917 29. BLOCKOUT REQUIRED IN WALL SEE 360 2034 16,17 RETAINING WALL PLANS. 40 ego 14 - -- 30. SEE SPECIAL PROVISION "SHORING OR 230 1250 16117 EXTRA EXCAVATION CL. A -- 4 DETENTION TANK ". 110 560 16117 31. SEE SPECIAL PROVISION 90 280 14 "SPECIAL BORROW INCL. HAUL". 8 40 14 ! r C INSMUCTED 91 Kv PLANSFY ONLY Fa � M i f� S S .ff F1 A/f' -�--~ ----- �- - 4874 - - -860— REGION NQ. STATE FED. AID. PROD. NO. ENVIRONMENTAL & ENGINEERING � SR 405 10 WASH SERVICE CENTER Washington State TUKWILA TO FACTORIA SN - 106 Department of Transportation $GEQI STAGE i JOB NUMBER SHEET 2–00 WNTMCT NO. STRUCTURE NOTES 9S REVISION BY SHEETS �z Zia__ STRUCTURE NOTES--* X25 I W AI _25 2 +50 C9 `Lr� 7-0 . � � r❑ c ���s ;tivtu DT K. EZEOKEKE FIED BY S. LARSON �Klz'D By R. SUAFOA ENGR. J. JOHNSON DN ADM- R.Q. ANDERSON SHEET TOTALS -9— PROJECT TOTAL -645- DATE DATE REVISION r ' , TO Sf. E ITEM _1_5� i. REGION NO. I STATE 10 WASH JOB NUMBER 94WC97 CONTRACT NO. BY Y ,17�4 Iq -6:rt-- /530lo/1�_ ENVIRONMENTAL &ENGINEERING SERVICE CENTER AMOk Washington Mate rAP Department of Transportation GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D5-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL D D -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B -7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. � � f � 5 VIC PLAN6 N SR 445 S N-- 1 07 TUKWILA TO F'ACT4RIA SCEM w STAGE SHEET 201 STRUCTURE NOTES 985 SHEETS /�� z 33,6 33f O Q NOTE: a o THE FIRST NUMBER OF THE zz z Z3 z z z "CODE DESIGNATION" BELOW o C _ REFERS TO THE SHEET NO. OR cr cr tz THE SHEET REFERENCE NO. O �..- U- u.. O w z � ~ w R' T `�' T `�' T- w SHOWING THE DRAINAGE FEATURE. -� a Q o J 0 w w w z THE SECOND NUMBER REFERS TO Y cc � z _ z � z D n D w < w THE DRAINAGE FEATURE m Q m k d m O m �- w J p U Q w w w a w FOUND ON THAT SHEET. w w w ¢ o°-c-- z w c-n z T o co o Q p < w z z w = � Q d Q Q. z Q w C� U tr w 0 m [r 0 a. w O U O 0 o_ ¢ © ¢ Q 7 - 2 �-•- >_ 2 1--- 2 0 w w CODE LOCATION C.Y. C.Y. C.Y. TON C.Y. C.Y. EACH EACH EACH EACH EACH EACH D23 -3 LL 116+53 (15' RT} 9 _ D23-4 LL 118 +50 (29' LT) 1 D23-5 LL 121+30 (15' RT) 9 D23-6 LL 124 +50 0' R 9 r D24 -1 LL 131+90 (23' RT) 9 LE 186+05�38'03 1 9 924-2- D24 -3 LL 136 +05 (20' RT) 9 D24-5 LL 138 +10 (40' LT) 1 1 D25-1 LL 140 +96 (48' LT) 1 9 D25-2 LL 143+45 {32' LT} LR 144 (221 LTI) B25-3 D25-4 LL 146 +15 (21' LT) Hl-1 L 334 +32 (70' LT) TO L 333 +75 (144.5' LT) 2 19 28 16,17 Hl-2 L 333 +75 ( 144.5' LT) TO 1 . ' 2 16 291 �, ,•��.� �, „ a U _� �- 16,17 111-3 (200.31 30,33 1 1 23 L_? `� =' �1 i c� '� �- d `� � ' ` 7" 14 •, + y� _ l -� -- -- _ _____ H 1-4 2 49 105 j '� 7 r Fao c G 16,17 H 1-4A L 330 +89 (207.3' LT) 4 H 1 -5 L-3-36 -- . Lam%, TO ��3� 2 20 � l �'� `� `�''� �'� ' �r 16,17 G 1 -1 LA 8+43 (88' RT) TO LA 7+40 (95' RT) 14 _ _ _ - - 14w__.. _ ' ) 0.1 T _ 8 G1-3 L 461+07.6 (279' RT) TO L 461+49 ( 193' RT) 11 14 •r i]i- t-�; -2 L- 1 "7, -2- i�� f X25 I W AI _25 2 +50 C9 `Lr� 7-0 . � � r❑ c ���s ;tivtu DT K. EZEOKEKE FIED BY S. LARSON �Klz'D By R. SUAFOA ENGR. J. JOHNSON DN ADM- R.Q. ANDERSON SHEET TOTALS -9— PROJECT TOTAL -645- DATE DATE REVISION r ' , TO Sf. E ITEM _1_5� i. REGION NO. I STATE 10 WASH JOB NUMBER 94WC97 CONTRACT NO. BY Y ,17�4 Iq -6:rt-- /530lo/1�_ ENVIRONMENTAL &ENGINEERING SERVICE CENTER AMOk Washington Mate rAP Department of Transportation GENERAL NOTES: 32. CONNECT TO EXISTING MANHOLE D5-53. 33. INSTALL GRATE INLET AT LOWEST ELEVATION EAST OF WALL #3. 34. SEE DETAIL D D -5. 35. BEVELED END SECTION REQUIRED. SEE STANDARD PLAN B -7A. 36. BORING FROM WETLAND ON SHOULDER WILL NOT BE ALLOWED. 37. SEE UNDERDRAIN DETAIL ON BARRIER DETAIL SHEET BD -3. � � f � 5 VIC PLAN6 N SR 445 S N-- 1 07 TUKWILA TO F'ACT4RIA SCEM w STAGE SHEET 201 STRUCTURE NOTES 985 SHEETS /�� 7 e� .F 4 STRUCTURE NOTES a c� Y Z Z NOTE: z z z z Q o © u_ cr . THE F =1RST NUMBER OF THE co OD cr z z © } J uj "CODE DESIGNATION" BELOW - - _ u- p z Ix- w ~ w !— J REFERS TO THE SHEET NO, OR � � c7 0 ° - U, Q F-- .u; F? THE SHEET REFERENCE NO. 0 0 0 0 u- w , w r � a Z , SHOWING THE DRAINAGE FEATURE. � � � � 0 w w w � o ©� 0 a � - THE SECOND NUMBER REFERS TO c ,- cq d R, CO � CO > 0 Z w Q U U THE DRAINAGE FEATURE w a w aw. w a w a. ❑w ❑w � � � � "' Q a � Cc F&O0- 0 ON THAT SHEET. o ❑ o ❑ �-- o ❑ w r,� w F--- cc _ _ = z--- =w =w cn z� �� cnw Z� Z� z z w Za Zp- z� t3< Z z� t< d< << <d� Q� <� c� of-- acs ❑ oz O © ;5-; © © Z Fw- !-� Q d U ca J 1L U U CODE LOCATION EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH S.Y. D23-3 LL 116 +53 (15' RT) _ 4 D23-4 LL 118 +50 (29' LT) D23-5 LL 121+30 (15' RT) 1 D23-6 LL ; '24 +50 420' RT} 1 ' D24 -1 LL 131+90 (23' RT) 1 D24 -3 LL 136 +05 (20' RT) 1 D ?4 -5 LL T38 +10 (40' LT) 4 D25-1 LL 140 +96 (48' LT) D25-2 LL 143+45 (32' LT) 1 1 D� 4.� . LL 146 +15 (21' LT) 1 H1 -1 L 334 +32 (70' LT) TO L 333 +75 (1443 LT) 1 H1-2 L 333 +75 (144.5' LT) TO LT H 1-4 - H 1-4A L 330 +89 (2 07.3' LT) 1 it )11:111 Hl-5 ;4=3%30lt89(207.w r G1 -1 LA 8+43 (881 RT) TO LA 7+40 (95' RT) _ 1 -T+3�1"'10' G-1-3 L 461 +07.8 (279' RT) TO L 481 +49 (193' RT) 1 :� - C� f z=! is G7Y�_ —1::-;6 _-4 4 0 i I wA f 2 24 5c� �" � r� 1 � 3a� l L4 4 coo O rJ�, L A cam(- A� ° [_T �V(pc�(�) -r6> _ 7-'- cP4 2- ` ncU UT S. LARSON RED BY R. SUAFOA • - J. JOHNSON • R.Q. ANDERSON SHEET TOTAL I PROJECT TOTAL -16-- 17. DATE DATE —2— ---2- REVISION A LS 4--- -- _-1- --2- - REGION NO. STATE 10 WASH JOB NUMBER 94WO97 CONTRACT NO. -�-- -tee-- -�s-- -�a- o• ENVIRONMENTAL &ENGINEERING SERVICE CENTER 0 +f- Washington State woo` Department of Transportation w 0 cr- J w W w w w 9 .. 0 16,17 16017 14 15,17 16,17__. 14 8 14 GENERAL NOTES: SR 405 TUKWILA TO FACTOR[A SN -1 08 SCaDl r STALL I SHEET 2,.02- OF STRUCTURE NOTES gS5 SHEETS 1