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Home My WebLink AboutR-378701t AS BUILT SR 405 SOUTH RENTON TO SUNSET BLVD. HOV LANES WASHINGTON STATE DEPARTMENT OF TRANSPORTATION OLYMPIA; WASHINGTON SCALE: HORIZ. I INCH = 50 FEET VERT, I INCH = 10 FEET STATION MP 3.13 TO STATION MP 4.78 CONSTRUCTION LENGTH 1.635 MILES CONTRACT NO. 4052 F.A. NO. I- IR405- 3(783) CONTRACTOR ATKINSON CONSTRUCTION WORK BEGIN JANUARY 22, 1986 WORK COMPLETED OCTOBER 16, 1992 PROJECT ENGINEER J. SCANLON DISTRICT TRANSPORTATION ADMINISTRATOR APPROVED 1997 SECRETARY OF TRANSPORTATION 0 6' r 0 2 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 d 37 a ; 36 35 0 34 N 33 32 31 30 29 PLOT1 28 27 26 25 24 23 22 ZI 20 19 SHECT NO. 133 1- $PILL LINER - EAST SIDE q 134 29'36 37 40-41 4Z 43 -44 4 -5 53-56 WD-1 57 -63 64 83 84. 99 W02A - WD2F t 0 101 102 WD4 103 104 -110 111 W06 112 114-123 WD7 121 125 126 WD8 l27 128 129 WD9 130 131 13 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 DESIGNED 8 3 ENTERED BY CHECKED BY 2�PROU. ENGR 1 DIST. '- INDEX (CONTINUED) SHEET NO. MM .. TLTLE NOTES ALL SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER -BOX. 133 L -1 $PILL LINER - EAST SIDE 134 L-2 SPILL LIN R - WEST SIDE 3 SPILL LINER SECTIONS/ TA 13 WD-1 QUANTITY TABULATION W02A - WD2F 143 WD4 WATER DISTR15UTION DETAILS —WO5 144 ^145 W06 MILL AVENUE WA R NN ION AILS 146 WD7 MILL AVENUE WATER DETAILS 1 WD8 MILL AVENUE UTILITY DETAILS 7-148 WD9 FIRE HYDRANT DETAIL 6 5 4 DESIGNED 8 3 ENTERED BY CHECKED BY 2�PROU. ENGR 1 DIST. '- INDEX (CONTINUED) SHEET NO. MM .. TLTLE NOTES ALL SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER -BOX. 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 _ 40 = 39 38 ^037 0 36 N 35 34 H 33 32 31 30 29 PLOT1 26 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 n PROD. DI ST. WOCOKMY HAP RENETCO H 8 —CUR l/ ES 0 WALL 4 09, 0 SR 405 MP 2.86 STA. L 214 +40 P.O.C. BEGINNING OF CONSTRUCTION ,,cos' �•,. Ta23a,Ra5Eo,W.M. \ N n 6' O c�j N o j Il LI M (D IF SR 405 MP 4.77 LS 315 +25.88 LN 315 +65.68 END OF PROJECT END 0/F I -��-405- 3(7381 SR 405 MP 4.85 LS 320 +00 P.O.T. END OF CONSTRUCTION a w � \ / �♦ SUNSET LVD.O'ING \ °� RO TyAi ry,' !s a_ SR 05 / \ MP 3.13 x \ STA. L 228 +80 P. \ BEGINNING OF P/R/OJENT BEGINNING OF I -IR -4 - 3(783) WG1LL 1 FED.AID PR0J.N0, 10 (WASH JOB NUMBER I I -IR- 405(783) 91W097 CONTRACT N0. / DAR AVE S. WING \ RENTON AVE S. U I x �6 A o ° X20_ �� p' �' f\, ♦ / A f gyp 9y0 L LINE \ / Bm _ -MAC E \VAILLEY r r% SR169 O'ING � 1 1 (CEDAR VER 'INC � r / 69 Y 96 \ i O6 0 Sp / d a i 0 Soo 1000 SCALE IN FEET HIGHWAY DIVISION �. Washington State Deportment of Transportation ZGA2,1110002391W097R.DGNi1 ST. LINE [FOR "AS CO PLANS" ONLY SR 405 I v SOUTH RENTON TO SUNSET BLVD.-HOV VICINITY MAP I 35q 6: 62 61 6C 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 Al 40 _ 39 6 38 0 37 xa� 36 U �'U cos 35 �o ° 34 u 33 N 32 31 30 29 PLOT1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1n 10 9 B 7 6 5 ` STRUCTURE NOTES - DRAINAGE ITEMS NOTE: THE FIRST NUMBER OF THE "CODE" REFERS TO THE REFERENCE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w o x Q 0 x z Q m x v Q y 0 x w Z O > 0 x r w Z w fY 0 x w x w. Q a ° d' w •- w M O > o L> x z a x U z o C O w > a J v z .. Q > U x v r- `" a o _ w Y J w f- a m w o v U Q x a in J fY m s a ° z lD •- a .. ¢ w o ° z W OL. a .. m w o _ w > +- ttl m x v +- y w Y F- N m x v �- a o m j N w �- r V? [0 s v r a o v n N w Y r Vt m = v r a a 2 w x r N Z �. �- .n w a_ w x w x �- cn V 2 .-. U • z z a •..• w a w 3 w Z w �- in Z rr U z z -^ Q •• w a w w W w m r `n Z• ... V • z z_ a a m s w ° v� Z o W .. •-' z •• W o w w o In n V z v .. .. K .- z •.• •• a � 3 w ° v+ 2 o 4 W r. z •-• wa 0- w 3 M 0 n ci o v Z r. ¢ z > .. nw. n w a z 0 v ci 0 v Z .. C z > .. NOTES FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W -2 CODE STATION EACH EACH EACH EACH L.F. TON C.Y. EACH L.F. TON L.F. L.F. EACH EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. REMARKS D1 -1 LS 229 +30 (32.7 L)TO LS 230 +05.8 (32.7'L) 1 76 176 VANED GRATE T A N 51-2 LS 230 +05.8 (32.7 L)TO LS 230 +90 (32.7'L) 1 84 84 VANED GRATE FOR CATCH BASIN D1 -3 LS 230 +90 (32.7 L) TO LS 231 +70 (31.3 L) 1 80 1 VANED GRATE FOR CATCH BASIN D1 -4 LN 228 +50 f16.1 U TD LN 231 +00 (16.5 L) 173 1 250 250 VANED GRATE FOR CATCH BASIN J D1 -5 LN 231 +00 (38'R) TO LN 231 +00 (16.5 L) 26 1 52 52 1 USE GRATE B SEE STANDARD PLAN B -4b I_ o G1 -6 LN 231 +OD (16.5'0 TO LN 231 +40 (17.3 U Al 1 40 40 USE GRATE B, SEE STANDARD PLAN B -4b_ D1 -7 _ 62 LM 231 +40 (17.3 L) TO LS 231 +70 (31.3 L 63 1 62 VANED GRATE FOR CATCH BASIN DI -8 LS 231 +70 (31.3'L) TO LS 234 *50 (31.3'L) 280 2B0 D1-9 LS 234 +50 (31.3'L) TO LS 236 +00 (26'L) 255 1 150 150 VANED GRATE FOR CATCH BASIN D1-10 LS 236 +00 (32.7'L) TO LS 236 +00 (26 L) 1 6 6 VANED CRATE FOR CATCH BASIN D1 -11 LS 236 +00 (26'L) TO LS 237 +50 (26'L) 262 150 150 D1-12 LS 237 +50 (32.7'L) TO LS 237 +50 (26'L) 1 6 6 AN GRA OR CA CH BASIN D1-13 LS 237 +50 (26'L) TO LS 239 +00 (31.3 L) 132 150 150 D1 -14 LS 239 +00 (31.3'L) TO LS 239 +60 (31,3'L) 1 60 60 VANED GRATE FOP. CATCH BASIN D1-15 LN 231 +20 lq5 R) TO LN 234 +50 (34.7'R) 143 z- 1 VANED GRATE FOR CATCH BASIN D1 -16 LN 234 +50 (34.7 R) TO LN 237 +50 (33.3'R) 264 300 1 300 1300 VANED GRATE FOR CATCH BASIN D1 -19 LN 232 +00 (15'LT) 1 D1 -20 LS 232 +40 (15 RT) ] 01 -21 LS 232 +40 (15 LT) 1 D1 -22 LN 236 +00 (15 LT) 1 D1 -23 LS 236 +40 (15 RT) 1 DI -24 LS 236 +40 (15 LT) 1 1 -T -' - -- - -- — "AS GO�l SHEET TOTAL q 2 1359 232 7 4 1746 �'° 944 �� ONLY -o°N TATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION - _ -. Washington State SR 405 .Department o¢ Transportation SOUTH RENTON TO SUNSET BLVD. -HOV ZGA2:C110002741W097C.D3N1 STRUCTURE NOTES SN -I Io wasH T -IR- 405 - 3(783) `cSIGNc.D BY 8i1L SEN`CR - ; — (: _ �ENTERED BY R. BOYD - w-CKED BY SENIOR ^ ..`_ ; : - - - -- Nhu�:- _�nsR— inn JUH;NSON — _ DIS1'. ADM. R. Q. AK,PSON JOBN�R 91WO97 COMTPACT NO. E}oS� 4T OF i,�a SxFE15 DATE DATE REVISION BY A 6 6 6 6( 51 51 5' 5E 5� 51 5: 52 5: 5c 48 47 46 45 44 43 42 41 40 39 38 4 37 m o 36 U � U fox 35 34 a 33 N 32 31 30 29 PLOT11 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 STRUCTURE NOTES - DRAINAGE ITEMS I ' NOTE: THE FIRST NUMBER OF THE ' "CODE" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w w J w J a w Q (] > ¢ U J 2 w w w Q J p a • w Q N m U •.- > w m W a v a m O D. O w a w w w 0 z 0 h 4l1 In K 1- a a ° o z z •• N m w a z w z w 0 0 rr 0 0 0 h S N Z Q a In O ° W a W 3 r 3 < ° z •• m w w w z w 0 0 0 F- In Q in O Z W h Z a v z •• o w r a w w w o 0 0 h N S Q V1 p W 1- Z m z H Q U X W J x O J h Z to •-. Q x w o � m IQ n U. J U p (.� O Q> x x¢ 1n W c� z o °w m LL J .- LL Y V z J LL •-+ LL Y > ¢ c� 8 O U O U W J 2 O O Q z O O .�r w h S 4 i 0 K Q M w r 2 Q .- Z. p K lalp h w h Z Q -+ Z° 0 �. z w w h � Q •+ � p z m v, o O LL �' N w> w r 2 Q g p z Q N LL W~ W r w {-- 2 g Q .-. i p o z m � > O J h w � c� X J w O '� V li z w �-- Z •-• O O V O w o r h N J w Q s J V R N z z w u Q z ° J � w ~ v In Q LL = O w to � h to w o LL O V W = a Q Sc o r w W w N • J a F- O o w W w VI . J p O LL W F O _ Q w z W Vt NOTES: SEE GENERAL NOTES SHEET D -1. FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W -2 " OR AS CONSTRUCTED PLANS" ONLY CODE STATION L. F. L.F. L.F. I L.F. L.F. L.F. C.Y. S.F. C.Y. C.Y. C. Y, EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH L. S. EACH REMARKS D1-1 LS 229 +30 (32.7 L)TO LS 230 +05.8 (32.T L) _� 3 DP -1 ] D1 -2 LS 230 +05.8 (32.7'L)TO LS 230 +90 (32.7 L) 4 DP -1 1 D] -3 LS -230-90(32.7 L) TO LS 231 +70 (31.3 L) 4 DP--l1 -Fl -A LN 228 +50 (16.7'L) TO LN 231 +00 (16.5'L) 6 DP -1 ] D1-5 LN 231+00 (38'R) TO '." ^31 +00 (16.5'L) _I q 5 DP -I 1 TI -c,A W 2ti L 1 Ti p Z L 15 D1 - 6 3C+40 (17 LN 2vhGJ (16.5 L) T0 P -; I D1 -7 LN 231 +40 (17.3'L) TO LS 231 +70 (31.3'L) s 7cc j 7 -5 DP -I 1 D1-8 LS 231+70 (31.3'L) TO LS 234 +50 (31.3'L) 55 1 7 DP -1 ] D1-9 LS 234+50 (31.3'L) TO LS 236 +00 (26 *L) 7 OP -1 1 D1 -10 LS 236 +00 (32.7'L) TO LS 236 +00 (26'L) 2 DP -1 1 D1 -I1 LS 236 +00 (26'L) TO LS 237 +50 (26'L) 4S 6 11 1 8 D -I I 51-12 LS 237 +50 (32.7 L) TO LS 237 +50 (26'L) 2 DP -1 1 61-13 LS 237 +50 (26'L) TO LS 239 +DO (31.3'0 23 7 1 6 DP -I I 01-14 LS 239 +00 (31.3'L) TO LS 239 +60 (31.3'L) 7 8 DP -1 1 =1-15 LN 231 +20 (45'R) TO LN 234 +50 —(34.7R) 22 4 DP -2 1 SEE ROADWAY SECTION DI-16 LN 234 +50 (34.7 R) TO LN 237 +50 (.33.3 R) I -11 I 2:9 z0 6 DP -2 1 SEE ROADWAY SECTION DI -19 LN 232 +00 (15 LT) 0.1 PLUG EXIST. PIPE D1 -20 LS 232 +40 (20 RT) 3 0.1 PLUG EXIST. PIPE =1-21 LS 232 +40 (15 LT) 3 0.1 PLUG EXIST PIPE D1-22 LN 236 +00 (15 LT) 3 011 P' UQ EXIST PIPE D1 -23 LS 236 +40 (20 RT) 3 01, PLUG EX. ST PIPE D1 -24 LS 236 +40 (15'LT) 3 PLUG EXIST. PIPE HEI SHEET TOTAL S95 Z3 --) I 1 1 2 1 I R'"''STAT "O FED. AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION 4lOShi ngtOn State vffif Deportment of Transportation ZGA2 ;(110002791W097C.DGN;1 SR 405 SOUTH RENTON TO SUNSET BLVD.-HOV $N -2 10 WASH I- IR- 405 - 3(783) DESIGNED BY BILL SENSOR ENTERED BY R. BOYD CHECKED BY SENSOR /BOYD /WEBBER _ JOB NUMBER 91WO97 s� SHEET OF Ti4 (P,54 SNEE75 PROJ. ENGR. J.E. JOHNSON STRUCTURE NOTES D I ST • ADM, R. 0. ANDERSON CUWT"ACT M0. OSd DATE DATE REVISION BY 'Sid. �eOS /li3j- 6 6 6 6 5' 5 5 51 5 5 5 5; 5 5( 4! 4f 4i 4E 4E 4e 4' 42 43 40 39 u 3E 31 m o 3E V o$= 35 2 34 N 33 u N 32 31 3C 29 PLOT2 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS l NOTE: THE FIRST NUMBER OF THE "CODE" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w J o Q Z s w z a m s Q Z > z w w z ~ O Z s w w z ~ � z a w w a a= m; w Z 3 M E Z 10 .w z w o¢ J a z K J a I = z - z O � X w = 1- .• o w d 4- w ¢ w F o U Z " J Q J w r = s ° z W a Q _ ° z w W a Q _ w Z a m J w Z a m a ° = Q N w Z a m a ° i N w Z a m w a w 3 O �' U .°W. a x W r- • 3 0 0 U w a w w 3 r •� 0 0 U w a z a O • Z 0 0 U w a W N M ° v� u o U Z� ¢ o w 3 ° z O li 2 w o¢ w a s w s ° v~ o 2 2 a a cc W vw o ~ c3 Z •� z o w = a m W vw x o v z •� z o w "I r LL ` o N rJ - NOTE : FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W -2 R FOR AS CONSTRUCTED R PLANSONL CODE STATION EACH EACH EACH EACH L. F. TON C. Y• EACH L.F. TON L.F. L. F. EACH EACH EACH EACH REMARKS D2 -1 (31.3'L) TO LS 239 +60 (20'R) 1 50 1 PANED GRATE FOR CATCH BASIN D2 -2 (20 R) TO LS 242 +50 (20 R) 1 PANED GRATE FOR CATCH BASIN D2 -3 ELS239+60 (20 R) TO LS 245 +50 (20 R) 372 I VANED GRATE FOR CATCH BASIN 02-4 f20 RI TO LS 248 +50 (20 R) 247 1 V N A R AT H A D2 -5 LS (20'R) TO LS 250 +10 (20 R) 1 160 ISO VANED GRATE FOR CATCH BASIN D2-6 LS 250+10 120 R) TO L5- 251 +32 f20 R) 1 12 VANEO GR AT� F QR -,ATCH BASIN _ D2 -7 LS 251 +32 (20 R) TO LS 252+ ts(2( R) 1 VANED GRATE FOR CATCH BAS N D2 -R LS.252 +',`(20 R) TO LS 254 +15 (20'R) 1 IZ 17L- I VANED GRATE F OR CAT- —1. 62 --9 LN 237 +50 (33.3'R) TO LN 240 +50 (33.3'R) G-oh 350 1 300 3C0 .VANED GRATE FOR CATCH BASIN 02 -10 LN -?40+50(33.3 R) TO LN 243 +50 (34'R) 4 7 - 240 2 1311 311 - VANED GRATE FOR CATCH BASIN 02 -11 LN 243 +50 F34 4 R) TO LN 246 +50 (34'R) 340 Z90 1 1 794 VANED GRATE FOR CATCH 5ASIN D2 -12 LN 246 +50 (34'R) TO LN 249 +50 (34'Rl t48 ; 4k, 1 1 3 8 VANED GRATE FOR CATCH BASIN D2 -13 LN 249 +50 (34R) TO LN 251 +50 (34'R) 3ZO tJ"3 ] 2Z3 Z)7 VANED GRATE FOR LATCH BASIN D2 -26 C 10 +22 (27'L) TO C 11 +00 (12.7'L) 1 '10 7U VANED GRATE FOR CATCH BASIN TZ -Zb � 1 -z D2 -27 C 10 +20 (LT.). TO C 10 +22 (27'L) 1 .zS L5 VANED GRATE FOR CATCH BASIN 02 -28 UN Z40 +00 ( 15'L7) 1 D2 -29 LS 240 +40 (25'RT) 1 D2 -30 LS 240 +40 (10'LTI 1 D2 -3] LS 44 +BS (15'RT) D2 -32 LS 244 +85 (20'LT) 1 D2 -33 LS 246 +85 (20 LT) 1 4 D2 -34 LS 247 +10 f20'LT) 1 pz -L G to+ I!< eT II }oo 3' D2-35 C 10 +20 (28'RT) 1 'DZ- Z LS Z51 +32 2` -k: LS ZS - 3 Z_ 45'L. Z ( L 02 -36 C 10 +20 (28 LT) 1 2 +40 (4 T) TO C 16+ (1� ZT) d7- +00 1a �1 TO C 14 +75 (13•RT) z 1 to-1 +75 (13'RT) TO C 12 +10 (13RT) �I 1 2�a +10 (13 RT) TO C 11 +00(12. LT) 1 105 ZD2-40G ww - 11 �� 43L 251 +50 (34 R) TO LS 253 +OS (34R) 34� 1 1 1 ) / 7 t7 PANED GRATE FOR CATCH BASIN 253 +05 (34'R) TO LN 254+40.(32'R) I7 4 117- 1Z7- IZ2 03 -2 LN 254 +40 (32'R) TO LN 256 +90 (42 R) /9/ 177 2 VANED GRATE FOR CATCH BASIN 53-3 LN 6-90 (42'R) VANED GRATE FOR CATCH BASIN D3-4 LS 254 +15 (20'R) TO SOUTH POND 17 el 4.7 47 VANED GRATE FOR CATCH BASIN D3 -4A LN 252 +10 (34 R) TO LS 254415 (20 R) Z/ - � K. L�. 7r-� .- i!•,'cl Z, ��rn -t f titi n -3 SHEET TOTAL 1 I 4 1350 li'-.C.4 I 1 1 /S 1 1 14 1 4L.(� E,)1' -GL-ISTATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION � Washington State SR 405 OF Department of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV ZCA2 :[110002191W097C.DCNs1 STRUCTURE NOTES sN -3 10 WASH I -IR- 405 - 3(783) DESIGNED BY BILL SENSOR ENTERED BY R. BOYD CHECKED BY SENSOR /BOYD /WEBBER JOB NUMBER 91WO97 CONTRACT N0. SHEET $fo OF ��4 PROJ. ENGR• JOHN JOHNSON RL DT. ADM._ R. 0. ANDERSON 12 -6-91 REV51En WANTITIES r DATE DATE REVISION BY �,g Y"rll3r 6: 6; 6 6( 5� 5! 5' 5( 5� 51 5; 5e 5C 4S 4E 47 46 45 44 43 42 41 40 39 38 3 37 0 0 36 moo= 35 ' o 0 34 33 32 31 30 29 PLOT12 28 27 26 25 24 23 22 21 20 19 19 17 16 15 14 13 12 11 10 9 B 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS NOTES THE FIRST NUMBER OF THE " "CODE "" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w J w i J a Q 2 U Z Q w J w s> a¢ a J -- p p a • Q N W K W a °e a Z Z 2 Q Q Q W a w 3-+ w Vl 0 N a a 0 N eD W .-+ a [e �-- z w z i �-+ w Vl Q 0 0 0 d Q w • w O p W N W J J a 0 w W -+ a ¢ r- w z 3 .-+ w t!! O� 0 0 Q w O N W J a 0 W M a ¢~ w z 3 w N O+ 0 0 d W O N W J co z Q U J w o U • CC U X w ° v m m x Q U J Z Z a o Z Q -+ > O U v m a o LL .J- U a m J W Q v z o o LL J •-+ U a m J W a � p O N In a U W _° Z a g H N Z v w N W .-. w Z W m a r J O • Z Q Z v LL N w W M p Z W m a r J O • Z y 2 In w N x W .-. ° Z W o a > J O • Z y F- LL N p Z w a r 1- J O Z� ? Q LL o N o H • ~ ~ N W> -• a r W !- J O • Z� = v w o N w W o. a r W N J O Z QI Z o LL O J Q �. g p i F N r " ti w J. Q U LL z +.- tW.� U d W Z W v K w W J Q J d '"-' d o Qa W r F .-. U v~i J a LL O W 3 N Z i O U w O F- W 2 - Z O z O w w 2 ^ W w to J .. W O O w w x ^ W w N W J .-� o x d O z W O Z J Q ¢ Z W � NOTESs SEE GENERAL NOTES SHEET D-1. FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W-2 VI =PL0T3 11 FOR AS CONSTRUCTED H PLANS ONLY CODE STATION L. F. L. F. L.F. L.F. L.F. L. F. L.Y. S.F. L.Y. C.Y. C. Y. EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH L.S. EACH REMARKS D2 -1 LS 239 +60 (31.3'L) TO LS 239 +60 (20'R) 46 636 C, 9 - 1 D2 -2 LS 239 +60 (20 Rl TO LS 242 +50 (ZO R)c4Z 36 DP -1 I 52 -3 LS 242 +50 (20'R) TO LS 245 +50 (20'R) s'73 3]4'� 3-7 DP -2 1 D2 -4 L5 245 +50 (20'R) TO LS 246 +50 (20'R) 2 Z6 r7 Y7 5 DP -2 1 D2 -5 LS 248 +50 (20'R) TO " "0+10 (20'R) 70 [ V 4 DP -2 1 02 -5 LS 250 +10 (20'R) TO LS 251 +32 (20'R) Pb EeS /B 3 _ DP -2 1 D2-7 LS 251 +32 (20'R) TO LS 252 +55 (20'R) 4 DP -2 I -- _ -- - ... - - - - -- - P - <- -- S 252 245 (20'R) S 254+15 (2W R) •/6 / SZ - 1 + / 7 uI Z4 - LN 240+50 243+50 (34 R) L9 34 5 - - LN 24J4 450 Z1 Z741 L8 �d4 6 DP-2 _ -1 LN 246+50 ) TO LN 249+50 7.65 Llx?4 8/ 33 DP-2 1 - 4 + + 0 Z/6 z_ 33 -2 1 - C 10+22 + 31 45 I- -D7--F7- + + t�ie- 1 _ + PLUG EXIST, PIPE - + R PLUG EXIST. PIPE - + 0 L ) PLUG EXIST. PIPE LUG EXIST. +8 Z k L X P _ L. + 0.1 PLUG EXIST. PIPE 0- +2 z -.4z Lsz �I 1- �� z. -� 1 L5 Z%11 -- -� 4s /4 6 _ C +20 8 D2 -37 LS 252 +40 i45 LT) TO C 16 +00 (1] LT) D2 -38 C 16 +00 (11 LT) TO C 14 +75 (13 RT) D2 -39 C 14 +75 (13 RT) TO C 12 +10 (13 RT) f6A /._tom Zr- D2-40 C 12 +10 (13 RT) TO C 11 +00(12.7 LT) 4 lo3v /l oz -41 cep � �1 +c, e3� D3-1 LN 251 +50 134 R1 0 LS 253 +05 (34'R) Z- D3-IA LN 253 +05 (34 R) TO LN 254 +40 (32'R) 63 I-Lv L Z 4 DP -2 I D3 -2 LN 254 +40 (32'R) TO LN 257 +00 (41'R) 74, 4 DP -2 I D3 -3 LN 256 +90 (42 R) 63 -4 LS 254 +15 (20 R) TO SOUTH POND e DP-2 1 I3 -4A LN 252+10 R) TO LS 254+15 (20'R) 66 13 I1 16 DP -2 2 66 40�3Z 4Z8 230 0.9 1 REGION " °' STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION �WaSh7flCjtOFT State �Department of Transportation ZGA2:11 3 00 02 3 9!W097C.OGN:1 SR 405 SOUTH RENTON TO SUNSET BLVD.-HOV SN -4 10 I... WASH I -IR- 405 - 3(783) DESIGNED BY BILL SENSOR ENTERED BY R. BOYD CHECKED_BY_SENSORIBOYD /WEBBER �� 91W097 g SHEET OF 434 SHEETS PROJ. ENGR. J.E. JOHNSON STRUCTURE NOTES DIST. ADM. R. 0. ANDERSON 12 -6-91 REVISED QUANTITIES RL CONYRACT N°, DATE DATE REVISION IBY SK `JDSf 13S 6 6 6 61 5' 5; 5' 51 5! 5, 5: 51 5. 5( 4� 4f 41 4E 4E 4e 42 42 41 4C _ 39 38 N 37 W 36 w ^= q $ 35 34 v 33 32 31 30 29 PLOT3 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 Mal / / / FOR "AS CONSTRUCTED ��: i61' �L :iC��i[11:i[,);YIeIRi9•A•f� -- �® ��1 1��'�� ® ®��'�� t 1 !ANEb GRATE FOR CATCH BASIN VANED GRATE FOR CATCH BASIN RCD . • 1 TO RCD 65-T5 (9.7'L) �AKED GRATE FOR CATCHBASIN �LANED GRATE FOR CATCH —BASIN LS 264+37 (50.2'L) TO LS 266+00 (52.i—L) VANED GRATE FOR CATCH BASIN SOUTH SPILL CONTAINMENT POND OEM VANED GRATE FOR CATCH BASIN VANED GRATE FOR CATCH BASIN Immammim um Mum MEMO � _ VANED GRATE FOR CAM BASIN VANED GRATE FOR CATCH BASIN ME=l�i .: „ 1 EN269 0803-2.7R) U_RId1Idil,TE FOR CATCA BASIA PROGRAM DEVELOPMENT DIVISION AIM m; Washington State ZGA2:[I1OOO439',W09TC.DGN;I SR 405 i DESIGNED BY BILL SENSOR iifi•Yr .. / 1 .�, c.,•'- —x1.a aµt x'� f - STRUCTURE NOTES DIST. ADM. R. 0. ANDERSON Im q " -3F 6 6, 6 61 51 51 5' 5E 5! 51 51 52 5: 5C 4s 4E 41 46 45 44 43 42 41 40 39 0 38 0 37 - t, 36 LLo� 35 N� 34 CJ 33 32 31 30 29 PLOT13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 5'R. 1/0 Ir// Jr f f fl f � � - _ - 1 1 / f 0• "AS CONSTRUCTED i PLANS"ONLY 1 1 Bill] ®®®®®®® ®®® ®--®®M =®-. = 0m® =0®w---...... 1� - 1 1- / 1 I 1_1�1_11-1�1�111� ®111- 1_ I__ 1�1�1_ I�1�1_ I�1_ I�IIi�1�1�1�1�1�1 _1�1�1_1_111� ©I�IYif1� 1� - 10490 1 1 1 -mill 1 1 .. • 1 1 .. 11 ____�1�_— _--- 1_1_1_1_ —_ 1- -___ _�— ___11111]1_ —�__ 11.1 1 1 LS 2&6400 ORRMLS TO 1 .. 1 / • -- ________- 1_ —____ ___________ __1111! —___ K1100 SOUTH SPILL CONTAINMENT POND ES 1 1 ® _ 111111111111 _111111_111111111111111111 —____ _—___—---___- 111111111111111111111111111111111111 1 1 :1 ��Ia. s• 1au111= arw: r� sur�.•r1a�1.r<a�:fRrr1.�� w��C��1'�i • , 11 1�1�1_1_ 11111] 1111■ 111111 ]I�C================ ®� ., 1 �). ®_ = = = = =- 1111. -- 1111. i IR 'f1'17ag11aSRYR�IirbT1�:LSIIIi 7ARflA1•_______ ` • __ __ 1 • .: 1 I ' 11 ��1_ 1 1_ 1_ 1_ 1_ 1_ 1_ 1_ 1_ I�1 _I_I�1_I_I_I�1�1�1_I_I_I_I_I_I_ 1_1_1_1_1_1 —� • ',' __1111■__I_I__11_I_0yri�Y1_� ®1_ 111 -11_11_____1_ 111111 I11_11_11__�1_1111�__1111� 11111111]_1111111_111 -111111] 11_ 1. ` ` �� 1 1 11 1_ 111 -111�`�11111�111�11�ii� ® ©1_1_ 111111] 1111■ 11�111�1 _11�11�7111111111�1_11111�1111! 111111 ;11111]11111]11�11111�11111� 11111 r.�.�.�.� 1/1i1� • : 1 1 1111_ 111111111111111 -1111.111111111111111111; 111 - 1111. 111111111 - 1111111111111_ 1111111" 1111111111111111■ 1111■ 1_ 11�11111�1111■ 11111111111111111111�1111�11111�1 _•�11��111111111111] a p'.: 3eF°,"s.-- _- �`_- '+.,ir..G�:e .i.- __11�1_11�11� LiC. t! 1_1_1111_- 11�11111�1_1_I_I_— _1111! 11111 11�11111�1 _1_1111111111�11�11_1_1_1_11�_ elm 1_1_111.1_11_I_I_I_ 1111 11_1_I_1_1_I_11_I_1_1_11_I_I_I_ 11111■ 1_ 1_ I_ I_ 11111�111�111111 ]I_1��1111.11111]111� 1 .: 11 1 1 .: 11 1 .: 11 1_1�1�1_1_1_ 111-® 11_ 1�1�1�1�11�1 _111�1�1_1_11111�111111)11111 111111 _111�1_11�11111�1_11�_11��111� 1' r�u1` ty/ r3uzwYR�III: LIli1YiSYi {7fY�1•_- _- _- _- _____1�r 1 L'1 y1r1STY�f :AY�111r ■:r10:G11HiRflRr:.r� i n; rtrnn : =RrwY:��ur�;rivasiRfwcv:�� ___ _ r �ay lj♦ Ilnn /1t�atia�ur�:rana::.tFiRCr:.� �n;r�/1cf:liRf wcr: f>. Ilr�: r�r�llliRrwr» f��_ ��0��i��L '11�i ■� PROGRAM DEVELOPMENT 11 1.. 1 W M- 1 -- 1 1• :1 1 -- CONTRACT. • NM 1 m f 1• r i 1 �� m 5'R. 1/0 Ir// Jr 6: 6: 6. 6( 5� 5E 51 5E 5E 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 _ 39 6 38 0 37 o ^; 36 �o 35 �o . ° 34 33 32 31 30 29 PLOT4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS a w a NOTE; d ° a a a FOR ADDITIONAL DRAINAGE a x x a a QUANTITIES SEE SHEETS a a s w a x CC W -1 AND W -2 w w w w s w w w NOTE: - o o a a a n w n s s THE FIRST NUMBER OF THE "CODE" REFERS a a a a n. x x vw vw TO THE SHEET REFERENCE NUMBER OF THE w 2 0 0 - - a w w w r° o ° x x s a x n. v, CONTRACT PLANS. THE SECOND NUMBER z a v x m ? 3 s s v, o o o x z z v n w w w v F w w •-' d 2 W •.+ na J 1/f N VI • • 1n N REFERS TO THE CONSTRUCTION FEATURE J o J r u w Q z z x U f- t0 op M S w Z U 2 FOUND ON THE PARTICULAR SHEET, w m w z w x w w 0 w w w 0 ° o J .. �" w w O- O_ OL d 2 U U N In 3 U Q a o x r7 2 0_' 1- z J Z 2 Z z O F 2 • 2 z Z w i Z t 2 ME v U v x x a w o a z z .-. .. ... .. r- U a v a U a •- a z a n `a w a �� a U U 0 z z z z z w�M�0 FOR 'AS CONSTRUCTED 0 w x w w 0 a s z Q ,- Q n- w w w w o x .. x N a x x x U c� o v a o -- x c-, v U U LE o c.i > w w PLANS "ONLY CODE STATION EACH EACH EACH L.F. TON C.Y. EACH L.f. TON L.F. L.F. EACH EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L•F. L.F. L.F. L.F. REMARKS D4 -17 LN 272 +00 (32.7'R) TO LN 274 +00 (32.7'R) 1 200 200 PANED GRATE FOR CATCH BASIN D4 -18 LN 268 +00 (31.3'R) TO RCD 67 +05 (19.3'R) 32 32 VANED CRATE FOR CATCH BASIN -19 RCD 66 +8 18.7 ) TO RCD 67+05 ( 19. 3 R) 1 25 25 IVANFn GRATE FOR CATCH BASIN -� D4 -20 RCD 67+05 (19.3'R) TO RCD 68+ (32.8'R) 1 148 148 VANED GRATE FOR CATCH BASIN OD4-2 c8+53 D4- 1 ( C 60 +53— 2 TZZ�Tu .. 1 +00 (9.3 L) RCD 1 VANED GRATE FOR CATCH BASIN 7 100 100 IVANED CRATE FOR CATCH 845 }N '5J D4 -23 Ak5 72-00 (13.5'L) TO AR3 73 +60 (62'L) 1 9 ) _- VAN �R fOR CAT H�yA57N t'i -v+ -T—el- -12 1 rr 0 -. -I LI ) 'fr` tK3 -12 a cr` L,6 C"J• D4 -24 AR3 74 +30 (16.1'R) 0 AR3 74 +60 116. R) 1 26 26 1VANED GRATE FOR CATCH BASIN nd-' A2S i c tc,�2r TL 2 7dL(,u 2R3- S 4 -2 AR 14 +0 (16.7 ) T A + 0 16. R Z 1 26 26 VANED GRATE FOR CATCH BASIN D4- 13-60 (6 L TO AR3 74 +00 (16.7 R S°1 1 82 82 VANED GRATE FOR CATCH BASIN + 1 +2 L 1 1 VANED GRATE FOR CATCH BASIN —UT- SR169 1551+27(25.lL)TO 1552+91(22'L) 25P7 I 14 e VANED GRATE FOR CATCH BASIN 4 -29 SR16S 1 2 +91( 0 AL3 73 +25(13.3 L) e 7 1 189 Is > VANED GRATE FOR CATCH BASIN D4 -T 0 AL3 73+25 ( 3.3 L) TO NORTH POND 40 40 D4-3T AL3 AL3 744153(15,(-44 1 0 VANED GRATE FOR CATCH BASIN ?z L Z77ici 3t,3E1 lvLs L77ux 17 2d 46 D4 -3 LS 277 +DO 133.1 L1 TO 1 44, 4s TCH BASIN D4 -33 LN 277 +00 (31,3'R) TO RCD 76 +20 (19'R) D4 -34 RCD 76 +20 (19'R) TO RCD 76 +30 (13.7'R) 1 VANED GRATE FOR CATCH BASIN 64 -35 RCD 76 +20 (19'R) TO LN 276 +10 (168'R) 133 133 64 -36 LN 276+10(168'R)-TO SR169 1551+27(25.1'L) D4 -37 NORTH POND OUTLET STRUCTURE TO LS 271 +19 (148 LT) D4 -38 LS 268 +02 (106'L) TO LS 271 +19 (148'L) 1 D4 -39 LS 265 +43 (70%) TO LS 268 +02 (106'L) D4 -40 LS 263 +32 (57 L) TO LS 265 +43 (70'L) 175 179 D4 -41 LS 265 +25 (15 RT) I D4 -42 LS 265 +25 (25 LT) 1 64 -43 LN 265 +50 (15 RT) 1 D4 -44 LN 265 +50 (15 LT) 1 D4 -45 LS 268 +00 (115 LT) TO LS 271420(163'L) 1- D4 -46 LN 268 +50 (30 RT) 1 I D4 -47 LN 268 +50 (15 LT) I iE 7 1 2 5 -T C c, NO. STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Adft Washington State Department of Transportation ZGA2:C710002:91W09TC.00. +rI SR 405 SOUTH RENTON TO SUNSET BLVD.-HOV SN' T 10 WASH I -IR- 405 - 3(783) DESIGNED BY BILL SENSOR ENTERED BY R. OOYD CHECKED BY SENSOR /BOYD /NEBBER JBY �0 NuWA 91W097 S""' 90 OF 4o54 sNEETs PROJ. ENGR. JOHN JOHNSON STRUCTURE NOTES DIST. ADM. R. 0. ANDERSON oSa CONTRACT NO. DATE DATE REVISION 1�k Yor/lar 6 6 6 6 5 5 5 5 5' 5 5: 5; 5 5( 4 4! 4'. 4E 4� 4' 4i 41 41 3s 3E a 37 Yo 36 o 35 8 34 33 32 31 30 29 PLOT14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 i3 12 11 10 9 8 7 6 5 4 3 SK�Or/kr N 272-00 1 11 ■,�.y�,•i tiQFlrra��iQrl= ir:>�araio>.:raitQ/r3i«rra�� OUR ��I.1: ii[• �cG�i[: lUY: 1�11iTlk�iL• Q: D= i [if[ii�_______i��i ®__��1��_� ��_�_�__5��— /'� /l� BMW _ AR3 73+60 (62'L) TO SR161 7[ 15 66 2[i• S- Uliix43[69f4ifi- 9- 1t2]I0j__ - -_ -- ��7 �. ��[: ss4�. �• siry�r[. �r�llicl�kLY ].iik11Gi1��— �� _��t� WA 1 : _mm� rte. 1• ., , , 1 1_ 1111♦ 1_ 1_ 1_ �_ �1� ®_- _�___- __�_- ��_�___�__ - ®_�� ,�i •' .: , ,. 1 _11_1_1_1_1_ 11111/ ��- _-- _-- ___�__�_�_==== = == :, _== _�_� PLUG EXIST. PIPE 1 SPIWA-1113.1, Memnon OU PROGRAM D � � �• gym® 1 . 1 • 1 .. • WEE= m SK�Or/kr 6 6 6 5 5 5 5 S S 5 5 5 sl 4' 41 4' 41 4! 4 4-. 4; 4, 4( 3� 3E 4 3i d o -; 3E � c"S w 2 0 8 3E ° 3z 31 N 32 31 3C 29 PLOTS 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 3 STRUCTURE NOTES - DRAINAGE ITEMS I w w NOTE: a w a a FOR ADDITIONAL DRAINAGE f a. QUANTITIES SEE SHEETS a a s w a ¢ ¢ W-I AND W -2 NOTE: s i o o a a a vw w vw s x THE FIRST NUMBER OF THE "CODE " REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE a N N w r ci c a z z ¢ U 1- o x a E z U z FOUND ON THE PARTICULAR SHEET. w m • w z z w w w w w w ¢ ¢ z o z o c c J z x o a a a a d In o S U U tw 3 H . a a o ¢ n s¢ > z J o Q J a a_`'' FOR AS CONSTRUCTED a z a a w `a w a n U v v v v �- m x z In a a In an N to In z .. z •. z .. w .. �. -. w .-. z •, x .. a a a a 0 0 0 0 0 0 ¢ o w o¢ o a o PLANS" ONLY � f f 2 Sc ¢ ¢ ¢ ¢ ¢ U c� o c� a o > > U v U U F- a ..-. a -r a c� U r� U n v v U -• U iv CODE STATION EACH EACH EACH EACH L.F. TON C. Y. EACH L.F. TON L.F. L.F. I EACH EACH EACH EACH L.F. L.F. L.F. L.F. I L.F, L.F. L.F. L.F. L.F. REMARKS D4 -48 LS 268 +50 (15 RT) 1 D4 -49 LS 268 +50 (30 LT) 1 I4 -50 LN 269 +30 (15 LT) 04 -51 LS 269 +30 (15 RT) I D4 -52 LS 269 +30 (15 LT) 1 D4 -53 LN 270 +00 (25 LT) 1 D4 -54 LN 272 +00 (15 LT) 1 - - -- - -�- - -- D4 -55 LS 272 +00 (IS RT) - -- -- D4 -56 LS 272 +00 (IS LT) 1 04 -57 LS 272 +00 (60 LT) 1 D4 -58 AR3 71 +10 (25'LT) 1 D4 -59 AR3 71 +95 (20 LT) 1 v D4 -60 AR3 73 +10 (10 LT) I D4 -6 AR3 13+ ( ) 1 4- 2 L5 274 +50 ( T) D4-63 NOT USED 4 -65 LN 275 +00 ( 'RT) 4 -66 LN 276 +15 ( T) I 4- LN 276 +55 (4 'RT) 04 -69 LS 276 +55 ( ,T) 1 D4 -7 N 77 +00.( 'RT) I 4 -71 LN 270+00 ( 5'LT) D4 -72 LN 276 +15 (220'RT) TO LN 276 +35 (150'RT) Q4-73 NORTH SPILL CONTAINMENT POND D4 -74 LN 273+80 (22 'RI) - - - /,,1 14.4 - - - DS -1 LSLoD+ct /l TO LS 280 +00 (37.3'L) ¢g a VANED GRATE FOR CATCH BASIN DS -IM LSZ77+ o ti'�'-r)TC,LS v°� +oD i3�er -Z) 297 D5 -2 LS zaa}cz � `R+ TO LS 283 +00 (38.7 L) 5c So VANED GRATE FOR CATCH A IN C5 -ZA Z."�c, +CCU <�a 2r lli LS 2334OC �' D5-3 LN 277 +00 (33.1'L) TO LN 280 +00 (43.4 R) 300 VANED GRATE FOR CATCH BASIN D5-4 LN 276 +10 (168 RT) TO LN 279 +65 (145'R) 353 D5-5 BR3 81 +50 (15.3'R) TO LN 279 +65 (145 R) n,/ I'll VANED GRATE FOR CATCH BASIN D5 -6 H 80 +40 (13.3'R) TO BR3 81 +50 (15.3 R) :7M 75 71; FOR CATCH SASIN SHEET TOTAL 1 - 8 7 REGION STATE FED. AID PROJ.NO. �-- --� DESIGNED BY BILL SENSOR PROGRAM DEVELOPMENT �Washington State SR 405 SN -9 ENTERED BY R. BOYD 10 WASH DIVISION CHECKED BY SENSOR /BOYD /WEBBER aoa IaABER Department of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV SHEET PROD. ENGR. J.E. JOHNSON 91WO97 I -IR- 405 - 3(783) 92 OF DI$T. ADM. R. 0. ANDERSON - CONTRACT N°. ZGA2:[110002791WO97C.DGN:1 STRUCTURE NOTES 1634 DATE 1 DATE REVISION BY1 SHEETS 6 fi 6 6; 5' 5 5 5i 5! 5, 5; 5; 5. 5( 4� 4f 41 4E 4E 44 4' 42 41 40 39 0 38 37 m ° 36_a u 0 0 35 o ° 34 33 32 31 30 29 PLOT15 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 1 STRUCTURE NOTES - DRAINAGE ITEMS II J NOTEs THE FIRST NUMBER OF THE ` "CODE "" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. z w w x r} J O •-+ a p w 4 C� OD ¢ U Z x J d z w w = �- a Q J O o a • O Z z w a N U •-. w¢ w a a U a Z Z Z 4 4 4 J R O a O a a x w w VI to g 0 v� N H a a 0 p N 0O d "� x a. x z w z w V t/1 P lD o s o 0 0 0 1-- Q a w in p p W N W o O J J W W 3 H 3� a 0 m a a w z w �`- x o 0 0 F- a • w in m N W O J W 7 a 0 o s a x w z w �"' g o 0 0 �- g a . w in O N W p J W F- 2 J U z Q > a U X w J w= ¢ a o. x h V . n J Q U o 2 V1 .. x o v m m 4l v ¢ a U J U p =_ a p -• c� i- z a > [C a> p CJ x X N W ° w m w a a o LL J u LL Y m m J w Q u U a o o LL J u LL Y U a m J W > Q (.� ° o O �'l N a ,� U 2 w x Q g N O p z m v w N .-. W �-• p z w = a r w �- J O • 2 g Z Q z m v w N ... W M O z w= m a r w J O x S Z Q z T n LL N ... W p W m a r w �- J O x g Z 4 z - N LL N .-. p z W = a > w �- J O x g Z 4 .. c w O I- H y w> W r w i- J O x g Z Q W o N W w o a r w J O 2 g Z Q a g 2 W O J Q w. g D -+ J z .. r X F O !- U a_ c� w _ ,.. w v U Q W Z Z = Q U O mw m U F N w JO Z a _ J Q �-+ U W In a = '-' Q ° U j •-• N in Q W 00 w _ w g O N m W > LL O = U •-• w _ Z 7 g •-• X g o = w vx W N N a �- W O Q LL o z w x W W W o d LL z° W J a w w z W o W Vt NOTES: SEE GENERAL NOTES SHEET D -1. FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W-1 AND W -2 n FOR AS CONSTRUCTED �� PLANS ONLY CODE STATION L.F. L.F. L.F. L.F. L.F. L.F. C.Y. S.F. C.Y. C.Y. C.Y. EACH EACH EACH EACH EACH I EACH EACH EACH EACH EACH L.S. EACH FT. REMARKS D4-48 LS 268 +50 (15 LT) 3 0.1 PLUGEXIST. P1 PE D4 -49 LS 268 +50 115 LT) 3 0.1 PLUG EXIST. PIPE D4 -50 LN 269 +30 (l5 LT) 3 O.l PLUG EX ST. PIP D4 -51 1-5 269 +30 (15 RT) 3 0.1 1 PLUG EXIST. -PIPE- 04-52 LS 269 +30 (15 LT) 3 1 0.1 PLUG EXIST. PIPE 04 -53 LN 270 +00 (25 LT) _ 3 0.1 PLUG EXIST. P P D4 -54 -- - - �� -- -- LN 222+OC (IS LT1 3 0.1 - X c n4 -s5 Ls 772 +oo c1s Rn 3 0.1 04 -56 LS 272 +00 (15 LT) 3 0.1 PLUG EXIST. PIPE D4 -57 LS 272 +00 (60 LT) 3 0.1 PLUG EXIST. PIPE D4 -58 AR3 71 +10 (25 LT) 3 0.1 PLUG EXIST, IPE D4 -59 AR3 71 +95 (20 LT) 3 0.1 PI UG EXIST, PIPE 04 -60 AR3 73 +10 (!0 LT) 3 0.1 PLUG EXIST. PIPE 54 -61 AR3 73 +50 (25 LT) 3 0.1 PLUG EXIST. PIPE 64 -62 LS 274 +50 (130 LT) 3 0.1 PLUG EXIST. PIPE D4 -63 LS 271 +20(163LT) 3 0.1 PLUG EXIST. PIPE D4 -65 LN 275 +00 (65 RT) 3 0.1 PLUG EXIST. PIPE 04 -66 LN 276 +15 (20 LT) 3 0.1 PLUG EXIST. PIPE D4 -6B LN 276 +55 (40 RT) 3 0.1 PLUG EXIST.. PIPE D4 -69 LS 276 +55 (20 LT) 3 0.1 PLUG EXIST. PIPE D4 -70 LN 27T +00 (20 RT) 3 0.1 PLUG EXIST. PIPE D4 -71 LN 270 +00 (IS LT) 3 0.1 F LUG EXIST. PIPE D4 -72 LN 216 +15 1220 RT) TO LN 2T6 +35 1150 RT) �_4 2 DP -7 REMOVE EXIST. PIPE, CONNECT 18' PIPE TO EXIST. GRATE INLET AND MANHOLE D4 -T3 NORTH SPILL CONTAINMENT POND 1 DP -12 [M -74 LN 273 +80 (22 RT) 1 7 z4 r,. e + '3 -" iCr L 18.6 D5-1 LS TO LS 280 +00 (37.3'L) z -3 S 10 OP -6 I Ds I t. L, Z 7 +cx� C ' 2r 1V j$j+-j l B' z, r- 3 fez Z D5 -2 LS'L33 Kr Tg�R_ 70 LS 283 +00 (38.7'L) 'z/ 4,3 S' SO DP-6 -?A L5 Z?s. +c,", L13'et) T LS 7153 +cX, �3�KT 171 73E,c D5 -3 IN 277 +00 133.1 LI TO LN 280 +00 (43.4'R) '/2 8 iH 5 OP -6. 1 65_-4 LN 276 +10 (166'RT) TO LN 279 +65 (145'RT) LS76 1 9 OP -7 1 D'-4✓? L.h,(It -, l,, C1tS /l�rTz�LN7 IT, GS I i Pi -BR-3 .37Z 444Z. 54' DS -5 81 +50 (15.3'R) TO LN 279 +65 (145'R) Yc6 /6 /u 8 DP -7 1 D5 -6 H 80 +40 (13.3 R) TO BR3 81 +50 (15.3'R) 8 P -7 1 SHEET TOTAL /$n /7 z? z1a, 2.2 1 1 1 ] REGION NO. STATE FED. AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington Stote ®Department of Tronsportot ion zcAZ:nl000z191woa7c.Dav SR 405 SOUTH RENTON TO SUNSET BLVD. -HOY sN -10 10 WASH I -IR- 405 - 3!783) DESIGNED BY BILL SENSOR ENTERED BY R. BOYD CHECKED BY SENSOR /BOYD /WEBBER JOB xtsmEN 91W097 sxceT 9� OF EFTS PROJ. ENGR. J.E. JOHNSON DIST. ADM. R. 0. ANDERSON REVISION CONTRACT NO. STRUCTURE NOTES DATE DATE BY S-4 ' V C1j3J' 6 6 6 6( 5' 51 5' 5( 5! 5' 5-' 52 51 5C qc 4E 47 46 45 44 43 42 41 40 39 u 38 9 37 a o 36 U m U o, 8 35 34 6 33 N 32 31 30 29 PLOT6 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS NOTE: THE FIRST NUMBER OF THE "CODE " REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w J o a o > 0 s ¢ m x a > 0 s ¢ ~. o > 0 s ¢ '" ¢ > 0 s ¢ w w M s¢ 0 > • o v> s z ¢ v a z o w a o J o z v w x v r- o w J w f-- a c� o ci Z v a x a N a J J a a r ¢ ¢ a o . � ° 1O a .. o ¢ w o Z 0 . s ° 0O a ., o ¢ w ° Z o w in m x v � G v w _ an m x c� �- Q v a o w _ to m x u '- Q v a ° w = vi m¢ x-. v r- Q v a w ¢ v> �- v� W � w a w z --• z z .-. a •, J N a ..• w a a z •- z z «- a •-• J a m w a w ¢ _ .. z= -� a •• J Q a N a w V, ° o LL w -+ z -• J O v a i w o z .. -. z •-, •-• J l0 Q- w w ° o w .. z .-• . J N a_ w 3 x cv z .. z > -. J N a_ w 3 x c.i z •- z > -. NOTE: FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W-1 AND W -2 R FOB AS CONSTRUCTED PLANS" ONLY CODE STATION EACH EACH EACH EACH L.F. TON I C. Y. I EACH L.F. TON L.F. L.F. EACH EACH EACH EACH L.F. L.F. L.F. L.F. L. L.F. L.F. L. L.F. REMARKS D5 -7 H 80 +40 (13.3'R) TO H 81 +00 (14.7'R) 1 60 60 1 1 1 1 VANED GRATE FOR CATCH BASIN DS -8 LN 279 +65 (145'R) TO LN 282 +50 (157'R) 285 205 55-9 LN 281+50 (157'R) TO LN 284 +50 (83-'R) SIV, 213 213 D5 -10 LN 284 +50 (83 RT) TO LN 287 +15 (cs Rl 265 265 D5-11 LN 287 +05 74 R) TO F "' '07 +15 K,a R) 1 fo USE GRATE B, SEE STANDARD PLAN B-4b DS -12 LN 287,11; (17.3'L) TO LN 287 +15 l'- R1 77,? 97 _ 97 155-13 LN 286 +00 (17.7'L) TO LN 286 +42 (17.7 L) 42 42 VANE GRA E FOR CA AS TN 65 -14 LN 286 +42 (17.7'L) TO LN 287+00 (17.7.L) 1 SL SZ VANED GRATE FOR CATCH BASIN D5 -15 LN 287 +00 (17.7'L) TO LN 287+15 (17.3'L) 15 15 VANED GRATE FOR CATCH BASIN D5-16 LN 287 +15 (17.3'L) TO LN 288 +00 (17.7 L) 85 65 VANED GRATE FOR CATCH D5 -17 LS 287 +10 (37.3'L) TO L--Z- 7/rrc(nlI+' ) _ VANVU GRATE FOR CATCH BASIN o', -17A L> z;��FLn (T�+ TD LS Zsz lsCr'P� 1 I E? D5 -18 LS 285 +60 (Il'21-) TO LS Fi: 0(33' So s^ VANED GRATE FOR CATCH BASIN pi -I �,A. C�2°_f, +%U (r l'�` -('i ZU LS IS<i DS -19 LS 287+75( ) TO LS 287 +75 (33.0 LT) I 50. 3U VANED GRATE FOR CATCH BASIN D5-20 LS r -+45 \ mot) TO LS 288 +45 33 ' Lt I VANED RATE FOR CATCH ASIN L= r.=s q.�' 'ICS LS zag +9s ( e+ 4 4 D5-21 LS?F�+ys. 'e.+ -.l TO LS 288 +95 (33' I 50 50 TCH BASIN DC - Z I A , Z7'�a �S t'l'i --r TL LS '2-9u +ou C \Z D5 -22 LS TO LS 290 +00 C33 Q) 1 el So VANED GRATE FOR CATCH BASIN -zz L5 7 90 Fw 6-r' zr M Ls z9 3-7 7 D5 -24 LS 280 +50 (20'LT TO 8O'LT) 1 D5 -25 LN 281 +35 (15'LT) 1 D5 -26 LS 281 +35 (15'RT) 1 —6-5---27 BR3 80 +10 (15'RT TO 55 "RT) 1 D=, -z;-, Pe )Z, ges t-, Qs'p-) I 4v 4 D5 -29 LN 281 +75 (120 RT T 160'RT) 1 D5 -30 LN 283+90 (15'LT) 1 1)5 -31 LS 283 +90 (15'RT) I D5 -32 LS 284 +05 II 5'LT TO 80 "LT) 1 D5 -34 LN 284 +80 (50'RT) 1 05 -35 LS 284 +85 (20'LT) ] 05 -36 LN 286 +00 (40 RT) ] D5 -31 LN 286 +00 (15'LT) 1 D5 -38 LS 286 +00 (15'RT) 1 65 -39 LS 286 +00 (20 LT) 1 65 -40 LS 288+35 (15'RT) ] SH 11 4 L/89 1 1583 B REGION STAT FED.AID PROJ.NO. s NO' PROGRAM DEVELOPMENT DESIGNED BY BILL SENSOR 10 WASH DIVISION AMW Washington State SR 405 5N -I I ENTERED $Y R. BOYD _ ®® Deportment of Transportation SOUTH RENTON TO SUNSET BLVD. -HOV SHEET CHECKED BY SENSOR /BOYD/WEBBER JOB NUMBER I- IR- 405 - 3(783) PROJ. ENGR. J.E. JOHNSON 91W097 94 _ OF DIST. ADM. R. 0, ANDERSON 12-6-91 REVISED QUANTITIES RL At cONTni NO. ZGAz,,II0002191W097C.DGNO1 STRUCTURE NOTES 4P'A DATE I DATE REVISION JBYI 4 W.), SHEETS J'� S�Qi / /3J- 6: 6; 6 6( 5� 5E 5l 5E 5E 5e 5' 52 51 50 49 48 47 46 45 44 43 42 41 40 39 p 38 37 °a 36 o�z 35 � p s ° 34 33 N 32 31 30 29 PLOT16 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS NOTES THE FIRST NUMBER OF THE " "CODE "' REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANSC THE SECOND NUMBER REFERS TO THE ONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. zz w w Y °w z r .. Q U m = W= _�_� Q Q a o w w i 0 o °w = r d N (.7 --� W Q d a o i a o ?, m xQ N a o = 0 0 • �- a w J r a i a o z .. r sQ N a o _ •_ 0 0 r N �s Q . W J r s � a D z .. u r z a N s o •_ 0 0 r a .w J r s s a o z .. r a o N z o 0 O r a .W J r 3 v o - > a X J W =QOd = U in .-. o m m N = Q V Z Z G O U vi w [7 = o LO ,. = o J J LL V 1 Q v = ° o J J LL U Q j Q u p � V 2 V W O S Z a = a c N_ W .- ° Z W =LL Z Q a o v N_ W n'1 p Z W =a $ Z Q s° ` .N. W -• O Z W =a Z Q a a ti N_ W .•'1 O Z W =��a Z Q z o z .. ° �- LL •-+ N W Z a a o vm o N � ^' W > W °a E Z Q Q '-' z v W > O J Q •-+ O in X r w J r V a V LL _ "-' O= v o J 2 Z Q V a �n w Z d r J a �n LL J W 3 = r vi O r � W ^ Q a w W VY J W O w w W 0 J S O LL o W O a W •1 In NOTES: SEE GENERAL NOTES SHEET D -1, FOR ADDITIONAL DRAINAGE OUANTiTIES SEE SHEETS W -1 AND W -2 p FOR AS CONSTRUCTED PLANS" ONLY CODE STATION L.F. L.F. L.F. L.F. L.F. L.F. C.Y. S. F. C.Y. C.Y. C.Y. EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH L.S. EACH FT. REMARKS D5 -7 H 80 +40 (13.3'RT) TO H 81 +00 (14.7'RT) _ ?O z s 4 DP -7 1 DS-8 LN 279 +65 (145'R) TO LN 282 +50 (157'R) &r - 11L7- is 1 23 DP -7 1 D5 -9 LN 281 +50 (157'R) TO LN 284 +50 (83'R) 8 OP -7 1 D5 -10 LN 284 +50 (83'RT) TO LN 287 +15 «'R) 19 DP -7 1 D5 -11 LN 287 +05 (-7L-'R) TO LN 287 +15 0 R) /e ?m / 6 DP -7 1 D5 -12 LN 287a -(17.3'L) TO I 19I- 7^ 1 Z _ - - 11 DP -8 ___- - -_ D5-13 LN 286 +00 (17.7'L) TO LN 286 +42 (17.7'L) 3g 5 -' 3 DP -8 1 D5 -14 LN 286 +42 (17.7'L) TO LN 287 +00 (17.7'L)SL. s 3 1 OP -B I D5 -15 LN 287 +00 (17.T'L.) TO LN 287 +15 (17.3'L) 3 DP -8 1 D5 -16 LN 287 +15.( 7.3'L) TO LN 288+00 (17.7'L) _ __ 8 4 OP -8 1 D5 -11 LS Z87 +10 (37.3'L) TO LSZ87 +co I'N !?r) 3.1 s 4 DP -8 1 f) -1JA LS L37 +w t7'eT)Tu LS Zr37 +-(-- 1-7'2 78 1043 9 D5 -18 LS 285 +60 (Il' r lZ LS Z,,, �i3'LT zE. 46 s _ 5 DP -8 1 - if t\ 2as� � 't'tzr Try LS 1-i' fir c-4 F / 13 D5-19 LS 287E t-V TO LS 287 +75 (33,0 u) L3 z7s s 4 DP -8 1 k'.} -, D5 -20 LS Zf8+.d_ t�' TO LS 288 +45 (33�i LTY z Z;z s 4 DP -8 1 Dom, -i1 LS.2w57S +4S l "'2T TLS Li 2.881 IT Pl 4r 340 !a D5 -21 LS 2884JY,(1 K1 -) TD L5 288 +95 Cs ,7` L1 S 3 DP -8 1 DS -ZIA LS Z56 + 9S '1' Ps)td t_S Z9Ncn 0-1' e, � 119b 13 D5 -22 LS ?9Oror_U7' CtT) TO LS 290 +00 33 Lr ) z7 Zf3 OP -8 1 7 •;- rtA LS zoo +C� i V er TO CS Z9l +w \l' 27 Sl 49b /o D5 -24 LS 280 +50 (20 LT TO 80. LT) 0.1 P X T PIPE D5 -25 LN 281 +35 (15 LT) 3 0.1 PLUG EXIST.PIPE 55 -26 LS 281 +35 (15 RT) 0.1. PLUG EXIST.PIPE D5 -27 BR3 80 +10 (15 RT TO 55 RT) 3 0.1 PLUG EXIST.PIPE Li,o z[_5Li cRXS °rl +- c(ISei 1? 36 D5 -29 LN 281 +TS (1 20 RT TO 160'RT) 3 0.1 PLUG FYIC;T.PTPF D5 -30 LN 283-90 (15'LT) 3 0.1 1 PLUG EXIST.PIPE D5 -31 LS 283+90 (15'RT) 3 0.1 PLUG EXIST.PIPE 05 -32 LS 284 +05 US LT TO 80 LT) 3 0.1 PLUQ EX157,PIPE 55 -34 LN 284 +80 (50 RT) 3 O.i PLUG EXIST.PIPE 05 -35 LS 284 +85 (20 LT) 3 0.1 P1 YTIT-PTPF D5 -36 LN 286 +00 (40 RT) 3 0.1 ' PLUG EXIST.PIPE D5 -37 LN 286 +00 (15 LT) 3 0.1 PLUG EXIST.PIPE 05 -38 LS 2B6 +00 (15 RT) 3 0.1 1 X T P 65 -39 LS 286 +00 (20'LT) 3 0.1 PLUG FxT�,T,PTPF D5 -40 LS 288 +35 (15 RT) 3 0.1 PLUG EXIST.PIPE SHEET TOTAL ONo n-7 I I I 1.5 1 RIG111 STATE FED.AID PROJ.NO. NO. PROGRAM DEVELOPMENT DESIGNED BY BILL SENSOR 9 SN-12 to WASH DIVISION Washington State SR 405 ENTERED BY R. BOYD CHECKED BY SENSOR /BOYD /WEBBER aa,nuee" ®Deportment of Transportation SOUTH RENTON TO SUNSET BLdD. -HOV SHEET PROJ. ENGR. J.E. JOHNSON 91W097 I -IR- 405 - 3(783) qF OF DIST. ADM. R. O. ANDERSON 12-6-91 REVI5ED QUANTITIES RL �"s""�T "�• ZGA >.r; 0002791w097C.DGNt1 STRUCTURE NOTES j34 DATE DATE REVISION BY 0 d men SR`iDE-/Ir 6: 6; 6 6( 5� 5E 51 5E 5`- 5z 5'_ 52 51 50 49 48 47 46 45 44 43 42 41 40 39 9 38 " 37 �P m° 36 cos 35 O 34 33 U N 32 31 30 29 PLOT7 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES NOTES THE FIRST NUMBER OF THE "CODE" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w J o a s 0 g w z m x v 0 W w J = o v 0 S W (Y w J w v 0 g W K a a w z 3 .. w ° V, x O U} Z W O V s z x m Q U a_ = z o a X 4, o w a w w z F G V co _ o � 2 d Q a � ¢ Q O O a _ 1D w a z a w ° Z > a _ 0D w a a w ° Z > 0 _ d p P V f w a v� m FU„ 4 U w a v) m Q U a ° a' N w a in m F Q U a ° N w a in m G U w 3 N W �"' w Z o v~i o o a J N 4. ... w a 2 0 an 0 C J ep d^ w a '.E 0 {n " ` 0 0 a J C d a a w w '.Z '� _ ` o J O w i ' U a ` o J tD a a w w N Z = Q J N a a w 3 vwi o o v w J N a a w 3 vW 0 0 v w J C NOTES FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W -2 p FOR AS CONSTRUCTED PLANS" ONLY CODE STATION EACH EACH EACH EACH L. F. TON EACH L.F. TON L.F. L. F. L,r EACH EACH EACH EACH L.F. L.F. L.F. L.F. I L. F. L. F. L. F, L.F. L.F. I REMARKS D5 -41 LS 288 +35 (20 LT) 7 D5 -42 IN 288 +40 (35 RT) 1 D5-43 LN 288 +40 (25'RT) 1 05 -44 LN 288 +40(15'LT) 1 D5 -45 LN 285 +50 (72 RT) TO LN 291 +37 (81'RT) 06 -1 LS TO LS 291 +00 1 VANED GRATE FOR CATCH BASIN 66 -2 LS 291+00 CI'? ) - D6 -3 LS 291 +00 (16.3'R) TO LS 293 +30 (16.3'R) 1 230 230 VANED GRATE FOR CATCH BASIN D6-4 LS 293 +30 (16.3'R) TO LS 294 +50 (16.3'R) 1 1 120 120 USE VANED GRATE STANDARD PLAN B -2b D6 -5 LS 294 +50 (16.3'R) TO LS 295 +30 (17.7'R) 1 80 80 USE VANED GRATE STANDARD PLAN B -2b D6 -6 LN 293 +30 C4E Rt)TO LS Z93 +3cl r—S Z 20 1 75 75 VANED GRATE FOR CATCH BASIN D6 -7 LN 293 +30 4 l3-1 TO LN Z2, -+71 TSB ec 19 1 48 68 VANED GRATE FOR CATCH BASIN Z A -1I. '2i- ) TO LN 295,50 42 1 4/, 146 VANED GRATE FOR CATCH BASIN N + '. " T + 39 5 erg 1 19 19 VANED GRATE FOR CATCH BASIN 05-10 LS + (15'R7) N + T) D6-12 LN + (25'R T) DG-13 LN + ( T) DG-14 221+80 (15'R7) D6-15 LS 294+0 (20' LT) N 4+ ( 1 LN + + 'R DG-19 L5 7+ ( N 297+90 125'RT) r M N 7+ ( N + ( 'RT) I SEF WALL 19 PLAN 3A 5e-� o ) 4 4 D6-27 LS 302+70 ( T T T) 1- 341 SF' -r-, 7611SA TO a�2YJ - 4+ l T + ( 7 ) . ROUTE UNDERDRAIN PIPE INTO DITCH Of - 3 L 5 1 ,k a I 1 D6 -29 LN 291 +37.6 (58.4'L) To IN 79q+41 792 SEE WALL 19 PLAN FOR CUTTER TAIL D6-30 LN 298 +30 (14 LT) TO LN 300 +08 (17'RT) 142,7gj� 04 - - 1 W L911 3Z r• i�JTL, LN L `� 1 �� : � 2T r.�7 SHEET TOTAL - 1 14 3 134 8482 1 792 REcr STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION �� $tat@ Washington Department of Transportation ZGA2c1110002;91W097C.DGNo1 SR 405 SOUTH RENTON TO SUNSET BLVD.-HOV SN -13 10 WASH I -IR- 405 - 3(783)7 DESIGNED BY BILL SENSOR ENTERED BY R. BOYD CHECKED BY SENSOR /80Y0 /WEBBER roe a 91WO97 CONT�T90• ov lo� PROJ._ENGR. J.E. JOHNSON RL STRUCTURE NOTES DIST. ADM. R. 0. ANDERSON 12-6 -91 REVISEu QUANTITIES DATE DATE REVISION BY�T% S- SUS- /)ar 6 6 6 6 5 5 5 5 5 5 5 5 5 5( 4'. 41 4' 4( 4' 4, 4; 42 4. 4( 3� 36 P 37 3E w n 35 o� °^ 34 a 33 N 32 31 30 29 PLOT17 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 I1 ]0 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS t 1 3 NOTE: THE FIRST NUMBER OF THE " "CODE "" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. J w w T J o p w r Q U m m ¢ CD U Q d J uj w = w s r a a J o v O Z z w- r Q N m U� o w¢ w a¢ a -. o •- a U a Q Q Q O R p w a d x 2 0 r In r an s a o w w d d F z z sw Q vw c tD tD o o 2 0 0 0 r In s a w w In r w � J J 3 r 3 a 0 w b rs- w z 3 vW m N z o 2 0 0 r �n s w r vi an J H 3 a 0 w° a W z 3 vw m F f o 2 0 0 1- �n a w r v, v> • J 3 m z o Q > Q U X w w o m a > x° U to x w o c� z m m m N n lY Q U J U p Q o �-+ r O U N W m W n m LL J J -+ LL Y a m Q U z ¢ o o J J �-+ W Y a m Q U o O O M .� Z 0 W J O z o i w v w w W .-+ i w O J 2 Q a .. z w I LL 2 W M z° w r Z Q a •- = .... - ' r w N C W •-+ z° w w r Z Q a •r _ ,r N - w 2 W M a WNW r r 2 2 a -. O w Q i- w ° O r r W •-• > w r 2 2 a f 0 7. W v r w o N � > w o a r w r 2 g a 2 0 o a a ¢ wo � > O U a r w o N r > w r J O r U LL z •. w 2 o m U p w r U F- In w J 2 a s U a o o d y "� z o N r m cn J J Q r ° w 3 w 2 ar > o ° r r s X o z w w �" w V1 � .J, a r Q O 0 z w w _ w V1 w .J. LL o O _ ° J Q w z W N NOTESs SEE GENERAL NOTES SHEET D -1. FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W -2 FOR "AS CONSTRUCTED PLANS" ONLY CODE STATION L. F. L.F. I L.F. L.F. L.F. L.F. I C.Y. I S. F. I C.Y. C.Y. I C.Y. EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH L. S. I EACH I FT. REMARKS D5 -41 LS 288 +35 (20 LT) 3 0.1 PLUG EXIST.PIPE D5 -42 LN 288 +40 (35 RT) 3 0.1 PLUG EXIST.PI D5 -43 LN 288 +40 (25 RT) 3 0.1 PLUG EXIST.PIPE 65 -44 LN 288 +40 (15 LT) 3 0.1 .L D5 -45 LN 285 +50 (72 'RT) TO LN 29 -', i 1 "RT) lei -4k7l uIFS(BBL e_,,'r,)'�t'.LN. 06 -1 LS -3 3 DP -8 1 D6 -2 LS 291 +00 171 11-T) I 4 DP -8 I LOCATE AS CLOSE AS POSSIBLE TO NEW BRIDGE - PIER COLUMN TO AVOID THE EXISTING 18 IN IINE D6 -3 LS 291 +00 (16.3'R) TO LS 293 +30 (16.3 R) •7z ZZ 4 DP -8 1 D6 -4 LS 293 +30 (16.3 R) TO LS 294 +50 (16.3'R) sy /z 4 - 1 06 -5 LS 294 +50 (16.3'R) TO LS 295 +30 (17.7 R) !/o B 3 OP -8 1 DG -6 ILN 293 +30 30 TO LS ZSJ3 •I 3 DP -8 1 D6 -7 LN 213+1 4S 4 eF TO LN 4 3 DP -8 1 D6 -0 LN Z9s +'l 1 (4a' e*-) TO LN 295 +50 da'P) ) s 17 3 OP -8 1 D6 -9 LN 295 +50 'er TO LN 297 s4. ig 1 13 DP -8 1 D6 -10 LS 291 +95 (15 RT) 3 0.1 PLUG EXIST. PIPE D6 -11 LN 291 +95 (20 LT) 3 0.1 PLUG EXIST. PIPE D6 -12 LN 292 +10 (25 RT) 3. 0.1 PLUG EXIST. PIPE D6 -13 LN 291 +10 (15 'LT) 3. 0.1 p p•p D6 -14 LS 294 +80 (15 RT) 3 0.1 p EXIST. PIPE D6 -15 LS 294 +80 (20LT) 3 0.1 PLUG EXIST. PIPE 06 -16 LN 294 +95 (30 RT) 3 0.1 PLUG EXIST. PIPE D6 -17 LN 294 +95 (15 LT) 3 0.1 PLUG EXIST. PIPE 06 -18 _LS 297 +85 (15 RTI 3 0.1 PLUG EXIST, PIPE D6 -19 LS 297-85 3 0.1 PLUG EXIST, D6 -20 LN 297 +90 (25 RT) 3 0.1 PLUG EXIST. PIPE DG -21 LN 297 +90 (15 LT) 3 0.1 PLUG EXIST. PIPE D6 -22 LN 298 +50 00 RT) 1 7 3 2 4 SEE WALL 19 PLAN o�- 34 sr9 y 3 _ 4E D6 -27 LS 302 +TO (30 LT TO 60 LT) Db, c19w Zg +c�I R f 9r +To 3 D6 -28 B 304 +00 (16'R TO B 8 16 126h 1) +50 (30 29 OL 3'- A,1lQZ l ii4Z 4 -V - _ - -" D6- LN 291 +37. (58. L) TO LN 299 +41 3 .4 R) 56 -30 LN 298 +30 (14 LT)TO LN 300 +08 (17 LT) LF1 Z9143z(c Vr Tb u7 2)s+ CT bF!,T SHEET TOTAL 7 rtEpaa+STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Aim Washington State TAW Of Transportation zcaz ll;oz191wo97c DCN1 oo $R QOg SOUTH RENTON TO SUNSET BLYDo °HOY � -14 10 WASH I- IR- 405-31783) DESIGNED BY BILL SENSOR ENTERED BY R. BOYD CHECKED BY SENSOR /BOYD /WEBBER 408 8 91WO97 SHEET 9-I OF 1,254 SHEETS PROJ. ENGR. J.E. JOHNSON DIST. ADM. R. 0. ANDERSON 12 -6 -91 REVISED GUANTITIES RL CONTRACT HAD. a STRUCTURE NOTES DATE DATE REVISION BY S2 '}tom/ /a7S 6: 6� 6, 6C 5� 5E 5i 5E 5E 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 0 36 37 U m 36 � U w 2 35 og 34 u 33 32 31 30 29 PLOT8 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS NOTES THE FIRST NUMBER OF THE `CODE "" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w J o x a o z m x v w v w w .- a w w a w z x v, o °m w ov J < x z s o _ = z o a X ` ¢ o w d F- w ca U a vi J ° z w a a a ° z w o- U w a a w d a a o .Z-� ro v w a a a o .Z-� v u w a a ra-� ¢ vwi w a ¢ w w o o 000000 w a ¢ w w N 0 v, w °r CL ¢ w w o a w w s O v �o�o¢aWOWO w ¢ w vw ¢ o o v .. a w w s O a w w n x ¢ o z o u d w w v x ¢ 0 z 0 v NOTE: FOR ADDITIONAL DRAINAGE OUANTITIES SEE SHEETS W-1 AND W -2 FOR "AS CONSTRUCTED PLANS "ONLY CODE STATION EACH EACH EACH EACH L.F. TON C.Y. EACH TON L. F. L.F. ms.µ- EACH EACH EACH EACH REMARKS D7 -1 LT) A 307 +10 (IPM 1 ] D-T 2 LS 306 +35 (22 LT) 1 D7 -3 LS 30T+ 5 (32.7 LT) 41 VANED GRATE FOR CATCH BASIN DT -4 LS 307 +I5 (55LT TO 140'LT) I D7 -5 LS 307+15 (34'LT) 0.5 1 1 1 1 1 L 67- 1 1 VANED GRATE FOR CATCH BASIN D7 -6 B 30B +95 (13.1 LT) I _ _ VANED GRATE FOR CATCH_9ASIN 07 -7 B 307 +00 (13.7 LT) 0.5 VANED GRATE FOR CATCH BASIN D7 -B LS 308 +40 (45'LTTO 105 LT) 1 D7 -9 LS 309 +05 (63.7 LT. TO 160'LT.) 0.5 VANED GRATE FOR CATCH BASIN D7 -30 LS 311 +60 (30'LT TO 75'LT) I D7 -11 LS 313 +15 (30 LT TO BO LT) 1 D7 -12 LN 314 +90 (34 LT) 0.5 1 1 1 VANED GRATE FOR CATCH BASIN 67 -13 A 307 +50 (61 RT) TO A 312 +50 (27'RT) A LINE DITCH °oc9Jc5 6i.7 tT" LS 3J { + 48 SL'7 LT ZZ3 SHEET TOTAL 4 ] ] 1 Z 1 6 /a3 'Z RE;'°H STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT � Washington n ton State SN -15 DESIGNED BY BILL SENSOR 10 WASH DIVISION 9 SR a05 ENTERED BY R. BOYD NAIF Department of Transportation SOUTH RENTON TO SUNSET BLVD. -HOV CHECKED BY SENSOR /BOYD /WEBBER 'OB '""M" I -IR -405- 3(763) 9g PROJ. ENGR. J.E. JOHNSON 91WO97 OF DIST. ADM. R. 0. ANDERSON 12-6 -91 REVISED QUANTITIES RL CONTRACT NO. ZGA2:I11000'191w09TC.DGN;I STRUCTURE NOTES DATE I DATE I REVISION IBY SHEETS SK y�l`3S- 6 6 6 61 5'' 51 5 5( 5! 5, 5'. 5i 5. 5C 4S 4E 4i 4E 45 44 43 42 41 40 39 38 37 36 u m3� w 35 o g 0 34 33 32 31 30 29 PLOT18 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 STRUCTURE NOTES - DRAINAGE ITEMS NOTE: THE FIRST NUMBER OF THE "'CODE "" REFERS TO THE SHEET REFERENCE NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE CONSTRUCTION FEATURE FOUND ON THE PARTICULAR SHEET. w = w• r s J Q o O w z r O m w Z Z _ r- w m r Q J-+ o b D w O m w m a Z Z w m � a x r m W Z s v v s o m N i ¢ W N W w a a x S W Z 3 w E o m N S ¢ W N W 3 g w °.° 0 a x S W 2 s w m Z o m to S Q W N W w n � a x r m W Z x v m z o m N s� Q W N W m J u Z o r > a W J W O U • x W m 0 C� z m n rc a b Z Z Q O �-+ > m w a d m w J •J^ Y V Q W � Q m O m W J Y V Q W N t/� O Z ¢ m W •-• Z W O R Y J m W W M 2 W O d r J z lt1 W ^' Z W = d r J N W M Z W O d Y J m o w •-• N W ,.. d r W F- J � V o m� W 0 d r W J , o z Q z S d q H W 2 Z w w F- U O lQL Z W F- C7 U Q m ° V x w 2 a J O a i ¢ ~ o V � N J ¢_ F W N W O V ° w 2 °z F- w S N w J F¢- p z H W 2 n w w J O a 0 Z Q Z NOTES: SEE GENERAL NOTES SHEET 0-1. FOR ADDITIONAL DRAINAGE QUANTITIES SEE SHEETS W -1 AND W-2 FOR AS CONSTRUCTED q PLANS ONLY CODE I STATION L.F. L.F. L•F• L.F. L.F. L.F. C.Y. S. F. C•Y. C. Y. C•Y. EACH EACH EACH EACN EACH EACH EACH EACH EACH EACH EACH L.s. EACH Fr. REMARKS D7 -1 A 07 +10 (11 LT) 1 D7 -2 LS 306 +35 (22 T) PLUG EXIST. PIPE D7 -3 LS 307 +75 (32.7'LT) OP -9 1 DT -4 LS 307 +15 (55' LT TO 140 T) PLUG EXIST. PIPE D7 -5 LS 307 +15 (34'LT) DP -9 1 D7 -6 B 308 +95 (13.7 LT) /�'c� _ DP_9_ 3_� _ _ D7 -7 B 307 +00 (13.7'LT) 3 D7 -6 LS 306 +40 (45'LT TO )05 LT) PLUG EXIST. PIPE D7 -9 LS 309 +05 (63.7 LT. TO 160'LT.) 100 3 D7 -10 LS 311 +60 (30'LT TO 75%T) PLUG EXIST. PIPE D7 -11 LS 313 +15 (3 LT TD 80 LT) D7 -12 LN 314 +90 (WILT) 3 07 -13 A 307 +50 (61'RT) TO A 312 +50 (27'RT) DP -1 A LINE DITCH 71- 14 L. e-1/4 F-^s,l t7 'in °'5(14 4 a671, t4" 3" 4EH PAGE TOTAL 00 - 2 I i i i i - "ENO°N STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT �� ►Woshin ton State SR 405 SN -16 DESIGNED BY BILL SENSOR 10 WASH DIVISION 9 ENTERED BY R. BOYD Department of Transportot i on l SOUTH RENTON TO SUNSET BLVD.-HOV CHECKED BY SENSOR /BOYD /WEBBER JOB NUMBER I -IR- 405 - 3(763) w7jr SXEE7 PROJ. ENGR. J.E. JOHNSON 91WO97 99 W DIST. ADM. R. 0. ANDERSON 12 -6-91 REVISED QUANTITIES RL coniRacrHO. 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HOV 1 • - . .. _ RoseWater Erigheerbg b-)c. MILL AVENUE STORM DRAINAGE STRUCTURE NOTES I 1 • . • . • _ Sr- `oFllar 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 i 39 ° LL 38 Q 0 37 36 oo� 35 34 a 33 N 32 31 30 29 PLOT1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 n 11 me 10 w 9 8 ° 7 U U ti 6 o w C`5 z a w� q 3 9 i �2 1 To23No9Ro5Eo9W.Mo LEGEND EXISTING STORM SEWER - D — — \;;`� u EXISTING SANITARY SEWER - S — — STORM SEWER CATCH BASIN ❑ MANHOLE O , „ J - -------------------------- a - -------- ---- ---------- - - ! - -- ;; \ o 0 Go {� , 1 _ v ----- -_ -- 2-30-- -------- -- - - - - -- _ - - - -_ - -- " '- - - - - - - - - - - - I _ a7—___ -- - - - - - - - - u� --- - -- - -- 519 / 5 .. a GENERAL NOTES: 1. ACCEPTABLE ALTERNATIVES: A) TR. 5 GALV. STEEL STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. B) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.064 IN. THICK, GASKETED OR WELDED LONGITUDINAL SEAM. 3 INCHES LARGER THAN DIAM. SHOWN. C) TR. 5 ALUMINUM ALLOY STORM SEWER PIPE 0.060 IN. THICK, DIAM. AS SHOWN. D) PLAIN ALUMINUM ALLOY STORM SEWER PIPE. 0.060 IN. THICK, GASKETED LONGITUDINAL SEAM, 3 INCHES LARGER THAN DIAM. SHOWN. E) TR. 5 ALUMINIZED STEEL STORM SEWER PIPE, 0.064 IN. THICK. DIAM. AS SHOWN. F) PLAIN ALUMINIZED STEEL STORM SEWER PIPE, 0.064 IN. THICK, GASKETED OR WELDED RE- METALIZED LONGITUDINAL SEAM, 3 IN. OR LARGER THAN DIAM. SHOWN. G) PLAIN ALUMINUM ALLOY SPIRAL RIB STORM SEWER PIPE, 0.060 IN. THICK. DIAM. AS SHOWN. H) TR. 2 GALV. STEEL SPIRAL RIB STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. I) PLAIN ALUMINIZED STEEL SPIRAL RIB STORM SEWER PIPE, 0.064 IN. THICK, DIAM. AS SHOWN. -------- - - -- - -- -- -------------- - ----- ° ---- -- - -- - -- ------------------------------------ -- (MAIN AVE. S.) ----------- - - - - - - - - -- ------------------------- 9 1 +— —. MP-1 Pte„ . �t I I 5 i I N 5 UI N' �o .a I� 2. ACCEPTABLE ALTERNATIVES: I^ A) PLAIN ALUMINUM ALLOY STORM SEWER PIPE, 0.079 IN. THICK, ^ -- GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. B) PLAIN ALUMINIZED STEEL STORM SEWER PIPE,0.079 IN. THICK, GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. C) LEAE MELDEELGDNA N79A THICK WELDED SEAM, t f LR6ERAN DIAM. SHOWN. 3. ACCEPTABLE ALTERNATIVES ARE: A) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK, GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. B) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK, WELDED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN. A. NO PIPE ALTERNATIVES ARE ACCEPTABLE. 6" UD - - - - -- -- �Y- ate: - - -- - -- - - - -- r7lI ------------------ I O O Er+ N Z J z 2 U F- a FOR "AS CONSTRUCTED 0 50 100 PLANS" ONLY SCALE IN FEET -- - - -- -- -- "�HOw S STATE F FED.AID PROJ.NO. HIGHWAY DIVISION W Washington State S SR 405 D D -1 10 W WASH I -IR- 405 - 3(783) DESIGNED BY W. SENSOR 1 ENTERED BY S. STRASSMAN _ _ CHECKED BY G. WEBBER / W. SENSOR D JOB NUMBER I 104 PROJ. ENGR. J. JOHNSON 9 DRAINAGE PLAN 1 DIST. ADM. R. 0. ANDERSON 1 10 -21 -91 A ADDED DRAINAGE CODES R RL C CONTRACT NO. Z 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 0 37 36 m 35 34 a 33 32 31 30 29 PLOT2 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 0 11 me 10 w 9 0 7 N P V V 6 �zaw o5 w 4 oz >'3 o -2 V1 V1 S 1 To23No9Ro5Eo9WoM0 J I --- ___ - -1 [ --------------- I I 1 I -- - — - — - — — ` - - r— - - -_ _ - - - -_ - - - -- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - T - - ------------ ------------------------------------ - - - - -- — — — — — — — — MAIN AVE.-S. _ _ !� ��.I —r— — — — = _ -- d- ..------- a ° °----- - - - -�? ----- - - - - -- — _ - I — — — r a • / rr ................ .............. p -------------------------------------- - -�L° }{. :.: .°• 1i. ... . . �� -- -v __ — _ _ Y r -_ ------- -- - -- --- --•_- - .. - - - '8 =I'D • i '� • 8 "UD f -- - - - -- -- F --- - -- ----------- ---- --------- -- -- -- -- --- - -- Y S. CEDAR AVE. S [ M ! .• - - ------- -- -- -- ----------- ----- - - - - - -m — _ w-- --- --------- --- --- - -- --- nc FOP 'EGEND SEE SHEET D -1 0 50 100 SCALE IN FEET -- - - - - -Q - -- FOR "AS CONSTRUCTS: ") PLANS" ONLY R`G'0*jSTATE FED.AID PROJ.NO. HIGHWAY DIVISION Amok Washington State Department of Tronspor °•hat i on ZGA2:[110004191N097FAGW1 SR 405 SOUTH RENTON TO SUNSET BLVD. -HOY D-2 10 WASH I -IR- 405 - 3(783) DESIGNED BY W. SENSOR ENTERED BY S. STRASSMAN SHUT 105 OF 634 CHECKED BY G. WEBBER / W. SENSOR yA 1 NUMBER 91W097 PROD. ENGR. J. JOHNSON 12 -6 -91 ADDED DRAINAGE STRUCTURES RL DRAINAGE PLAN DIST. ADM, R.O. ANDERSON 10 -21 -91 ADDED DRAINAGE CODES RL CONTRACT RD. DATE DATE REVISION BYeTs 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 0 38 m o 37 a, s P 36 m ^� a LL °o� 35 �o ^ 34 33 U 32 31 30 29 PLOT3 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 o 11 ma 10 w 9 v 8 ° 7 1- N U V ` 6m -• �owo5 a w� 4 v °x >-3 az r o 2 N N Z N To23No9Ro5Eo,W.Mo �. Yar�j,7J- a r RE6i0M TAT FED.AID PRDJ.NO. HIGHWAY DIVISION Adw Washington State Department of Tronsportot i on ZGA2d110004191W097F.DGPo1 SR 405 SOUTH RENTON TO SUNSET BLVD. -HOV D-3 10 WASH I -IR- 405 - 3(783) DESIGNED BY W. SENSOR ENTERED BY S. STRASSMAN SHEET 106 OF 634 SHEETS CHECKED BY G. WEBBER / W. 5ENSOR '0B MWFt 91W097 PROJ. ENGR. J. JOHNSON I 12 -6 -91 ADDED DRAINAGE STRUCTURES RL DRAINAGE PLAN DIST. ADM. R.O. ANDERSON 10 -21 -91 JADDED DRAINAGE CODES RL CONTM"ETNO. DATE I DATE I REVISION IBY �. Yar�j,7J- a r 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 v i o 38 37 m 36 u w °os 35 do 34 33 N 32 31 30 29 PLOT4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 P I1 mQ 10 9 w w vi n z v 8 7 v U U 6 LL �Fw as w� 4 r W3 x ��°nx N2 1 DESIGNED BY W ENTERED BY S CHECKED BY G PROJ. ENGR. J DIST. ADM. R O 0 t In LO N Z J w Z J U U H Q 10 -21 -91 VISI To23No9Ro5EogW.Mo EGI Ow [STATE FED.AID PROJ.NO. 10 WASH 91W097 I- IR-405- 3(783) FOR LEGEND SEE SHEET D -1 0 50 100 SCALE IN FEET HIGHWAY DIVISION 0 LO t N Z J w z J x v r Q / f i i i i i d Lu Iz J CIS O Z = O uo U Z Q fl li O LL AMlk Washington State SR 405 MAPDepartment of Transportation SOUTH RENTON TO SUNSET BLVD. -HOV ZGA2d110004791W097F.DGN:1 DRAINAGE PLAN D-4 SHEET 10-1 OF jr 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 0 37 �PF 36 °os 35 0 34 ^ 33 a N 32 31 30 29 PLOT5 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 mQ10 w 9 ;M 8 Fo 7 N Q U U 6 0 o"5 � z o w 4 � o w '- pox 2 1 To23No9Ro5Eo9W.M0 _ REO'OHISTATE FED.AID PROJ.NO. DESIGNED BY W. SENSOR _ 10 WASH HIGHWAY DIVISION Adft Washington State I SR 405 D -5 EN_T_ERED BY S. STRASSMAN WrAOF Department of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV SHEET CHECKED BY G. WEBBER /-W. SENSOR JOB MWER I -IR- 405 - 3(783) 108 PROJ. E_NGR. J. JOHNSON 91WO97 OF DIST. ADM. P.O. ANDERSON - 10 -21 -91 ADDED DRAINAGE CODES RL CONTRACT BD• DRAINAGE PLAN (034 . _ ZCA2,1I10004I91W097F.DGN:1 r I I I I I yY KIN # a I p j l Y� d ' _ l �� - h� ' ;;. / - Y '_-- ` - - - - -- ----- - - - _ - - -- - - - - - - - - -- -- - - - - - - - - - - -` - ° E -BLVD. N.E. _ • _ _ _- _ - - - -- _ _ > ------------- -- - _ _ - _ i -J r - - - - -- - it < _ - - - - �`` r rr - - - - -_It. - - -p -` - ° ASP T- T i iols 9 w wry i rti i '- _ 2 ,I I I 8• __ ' I / ASP I NIM 2 - �D - -D -30 "GONG 2 —`�-- - ,,� ',; — - -- -- --- - - - la - - -- - - - - -- - - -- - - -- ------ - - - - -- - -- - N N ---- ---- l —�1$` _ _,�- —� -- - -___ 4 Q Z Z p\ '9 - Ld 9 CONC I - -- p i �� ' -- ----- - -- --- -_- -_ — __ - - - - - -- r ------------- hi /3p -dCJ / QHC O 9 SR3 2 0 At / D 0 i ' It �. -- ----- -- - ----- ,I FOR LEGEND SEE S,4 Efi.D'1 FOT"t =. , 7- ,—IC7EC 0 50 100 SCALE IN FEET REO'OHISTATE FED.AID PROJ.NO. DESIGNED BY W. SENSOR _ 10 WASH HIGHWAY DIVISION Adft Washington State I SR 405 D -5 EN_T_ERED BY S. STRASSMAN WrAOF Department of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV SHEET CHECKED BY G. WEBBER /-W. SENSOR JOB MWER I -IR- 405 - 3(783) 108 PROJ. E_NGR. J. JOHNSON 91WO97 OF DIST. ADM. P.O. ANDERSON - 10 -21 -91 ADDED DRAINAGE CODES RL CONTRACT BD• DRAINAGE PLAN (034 . _ ZCA2,1I10004I91W097F.DGN:1 63 62 61 60 59 56 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 0 0 37 m 36 U v T � oox 35 o 34 a 33 U 32 31 30 29 PLOT6 28 27 26 25 24 23 22 21 20 19 16 17 16 15 14 13 12 o I1 mQ 10 w = 9 �n n 8 0 7 U U ~ LL J O W 05 �z W� 4 Q� >W3 o W x 0 °x .2 O O v+ N J W Z J U To23Nd9R.H.,W.Mo Q -- -t 16711'r FOR LEGEND SEE SHEET D -1 0 50 100 SCALE IN FEET FOR "AS CONSTRUCTED PLANS" ONLY P' %ON STAT FED.AID PROJ.NO. HIGHWAY DIVISION Washington State Deportment of Transportation z0A2:ui0004niwO9TF.DGN.1 SR 405 SOUTH RENTON TO SUNSET BLVD. -HOV D -6 10 WASH j -IR- 405 - 3(783? DESIGNED BY W. SENSOR ENTERED BY S. SENSOR AN CHECKED BY G. WEBBER / W. SENSOR 12 -6 -91 i IER 91W097 SHEET 10 1� SHEETS PROJ. ENGR. J. JOHNSON ADDED DRAINAGE STRUCTURES RL DRAINAGE PLAN DIST. ADM. R.O. ANDERSON 10 -21 -91 ADDED DRAINAGE CODES RL CONTH"0T M0 o" DATE DATE REVISION BY Q -- -t 16711'r 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 0 38 37 m .. 36 U v F 35 o 34 33 U 32 31 30 29 PLOT9 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 0 11 mo 10 9 w w �n n =Q 8 �N 7 Q U U ~ N JO W �5 � a W J 4 °v '-3 j;2 poi N °ate 1 To23No9Ro5Eo9W.Mo IGNED BY W. SENSOR ERED BY S. STRASSY CKED BY G. WEBBER J. ENGR. J. JOHNSON T. ADM. R.O. ANDEF 10-21 - TE DATE E610H STAT FED.AID PROJ.NO. No 10 WASH JOB MNBER I -IR- 405 - 3(783) 91WO97 CONTRACT NO. FOR LEGEND SEE SHEET D -1 0 50 100 SCALE IN FEET HIGHWAY DIVISION Adft Washington State 7 Deportment of Tronspor-tation Z GA2f C 11 0 0 04 7 91 W097F.DGN ;1 FOR "AS CONSTRUCTED PLANS" ONLY SR 405 D- 7 SOUTH RENTON TO SUNSET BLVD. -HOV SHUT 110 OF DRAINAGE PLAN �� 0 w rut / /3I' - _ _ � • 1 fi0 90 120 30 - SCALE IN FEET MAIN AVE. S. i —x — —x— —x— —x— —x— —x— —x— —X— --x— —x-- —x— _x_ - ._.x_- —X— —x— —x— --- 1 3: 1 PLUG EXIST. 8 "ST PLUG EXIST. 8°ST #ST3 4 #STSA 7 STA. M10 +01, 5 RT #ST4 3 STA. M11 +86, 5'RT PLUG EXIST. STA. M11 +32, 9 LT 12 "ST — _ — �' i 12-ST x 2 #�� STA. M10 +01, 32'RT _+ y l� TIMBER BAFFLE HILL 0 ER IN -- .. . { IN ACCORDANCE WI D TAIL VVD-8 1 - x #ST1 77'RT `,� YSTA. M10 +25, ` Z 2 4 x a g Z� & S.L.G. L O jR "AS INSTRUCTED pLAW ONLY u —W L S s- i iq ! i:XIST. 36" CASING _-i- -t- -` -I - -1 --- -1 - -1- -I- --I- 1- Id--1— -y.-._ - I - -- -_ _..-I- -.I- -I- -1- -- -1- _ __ — _ -- — 1 --------- - ----- -- _ — ABANDON EXIST. ST:RTTAFTER TO STA. M18 +45, , COMPLETION OF NEW STORM DRAIN ABANDONED Ln #ST8 i 12 "ST STA. M15 +70, 5'RT #ST 8 ST 1 I 8 "ST 6 \ I I l STA. M15 +8D, 9`RT x l TA. M13 +0 2 RT � Ln x NOTE TILT IES SHAL SE LOCATE NE 3' VV ST OF M - _ 4,- USiN _ St Y1� FED. AID PROJ. N0. t M I -IR -405- 3(783) , p RO WAY WasHngton state t of TraroWortation �� pDg RoseWater Erginwira Inc. I FOR SR 405 - SOUTH RENTON TO SUNSET BLVD. "o' MILL AVENUE STORM DRAINAGE PLAN c ate K -1 Date Date D -8 OF 11i 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 P p 36 35 0 0 ^ p 34 33 N 32 31 30 29 PLOT2 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 it mQ 10 9 8 0 7 Q V 6 m ow of z 4 ox >�3 o ¢ o �2 x 1 (I I o� s1?, �04,17s- 6: 62 6 6C 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 ° 37 36 35 o 34 33 32 31 30 29 PLOT3 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 oQ10 >r m° 9 r e w 8 N N 7 U U m 6 ~oNO5 J w� 4 ° '• r 3 o i ¢ 0 2 N N S N 1 �,K q os /13r 10 wasfl I -IR- 405 - 3(783) HIGHWAY DIVISION Washington State SR 405 MAP Deportment of Transportation SOUTH RENTON TO SUNSET BLVD. -HOV ZGAM110 0 0 4 791W097D.DGM1 DRAINAGE PROFILE DP-2 DESIGNED BY B. SENSOR ENTERED BY D.B. MELBY CHECKED_ BY G. WEBBER /B. SENSOR PR_OJ_. ENGR. J. JOHNSON pI5_T. ADM._ R.D. ANDERSON JOB MVIBER 91WO97 SHEET 115 634 SHEETS 2. --- _ _. - T Tom• a a DATE DATE REVISION BY �,K q os /13r V 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 _ 39 5 38 R ° 37 N p� T 36 4oz 35 ' o .2 34 33 N 32 31 30 29 PLOT4 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 ° 11 ov10 r� 9 a� 8 7 Q U U �. 6 5 J O W O r z 4 -3 -2 ¢o °• s Vi V� 2 w2 1 DESIGNED BY B. SENSOR ENTERED BY D.B. MELBY ATEI FED.AID PROJ.NO. 10 JO! 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ZGA2:C11000219tW097D.DGN:1 DRAINAGE PROFILE lam DATE DATE REVISION BY 5b5-.A SHUTS N `- iL :; Ld a�- U 3- __ J . sip ,V w /lir 1 6 6. 6 6( 51 5E 51 5E 5° 5� 5: 52 51 5C 49 48 47 46 45 44 43 42 41 40 _ 39 �S 38 9 ° 37 P p 36 0 0 35 34 U 33 N 32 31 30 29 PLOT6 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 ° 11 mo10 Q W� 9N I 2 n v ti 8 ON 7 Y U U o� 6 � o w 05 � z z a ¢� 4 Q �' W3 mow x N VOi 2 N2 1 if, Y or/ ,3'r 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 z 38 0 ° 37 a o -; 36 S 35 _ 34 U 33 N 32 31 30 29 PLOT? 28 27 26 25 24 23 22 21 20 1y 18 17 16 15 14 13 12 ° 11 mo10 W 9 Z Q �- 8 0 7 t- v� Q U U 6 z n ti5 J O W r Z 2 Q w J 4 N v F` > w3 O O Z N�x�2 1 SK y orll3,- o - o a i q co N p I O FINISHED V GRADE aV O cm C) Uji 00 Of -. ... ... 0_ r 0 _ cj CJ Ui J W '.. W .,, '. : J W:: _ F- N a) J T f _ _ L .... m .�-r w F G. W — — I. U r j P SP I ! : I D 1 i r f 2 0.5°h I A f: 3 0 r `A I r --- . cr ^ to cS iU.. n �il M C6 I LL i +o j CO W! + 300 _I 0 0 300 - _ =._.I - -_ Q - r- a r,, W d . N tq J -J W DRAWN 10 WASH I-IA- '90S".3�7g3� APPROVED .� Washington State TU Department of Transportation P �, CHECKED JOB NUMBER �HfQT OF ,( X34 srtc�rs PROD. ENGR. DIST. ADM., v1 CONTRACT NO. �/aS2 i DATE REVISION BY APP'D Liu I Revised 9/82 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 ° 37 mo 36 U o g 35 34 a 33 N 32 31 30 29 PLOT8 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 ° 11 mQ10 e r r w 9 z� n°- 8 0 7 r � U U m 6 rzN � o w t5 r a w� 4 z r > w3 mow o 2 o V� Vf 2 N 1 c1l G d ;1 Is 72 v c a Q oZ 0 rY L a d SR q -1,3s s 10 WASH WA I -IR- 405 - 3(783) HIGHWAY DIVISION �► Washington State SR 405 ®®Deportment o` Transportation SOUTH RENTON TO SUNSET BLVD. -HOV ZGAU110002191WOSMOGNi1 DRAINAGE PROFILE DP -7 DESIGNED BY B. SENSOR ENTERED BY D.B. MELBY CHECKED BY G. WEBBER /B. SENSOR �0 91W 097 steer i zo OF to54 PROJ. ENGR. J, JOHNSON DIST. ADM. R.O. ANDERSON CONTRACT "O. ., c1l G d ;1 Is 72 v c a Q oZ 0 rY L a d SR q -1,3s s 6: 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 _ 39 38 4 ° 37 P p P 36 b'o 35 ° 34 33 N 32 31 30 29 PLOTS 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 0 11 J @10 m w 9 N M 2 v Nr 8 7 v U U m.. 6 �zWt5 J O z a xJ 4 > w3 IoW 1 d P, � W// I?r lk IDRAWN ICHECKED REVISION Llul Revised 9/82 x, - - -- m- CD — - - -- — — 7 iS SI FOR "AS CONSTRUOTE© - - o LAMS" ONLY soy IL "FG16N STATE FED. AID PROJ. NO. sR weer i4lc -Nwev IVISInI\I 10 CONTRACT NO. APPROVED ® Washington State -/Af Department of 'Transportation H J N M W a, U N t0 N y� U J W I 40 1D J u '�3NI (2J t` L74 _ 2 W D. a o ct-' N m m...tA U J W WI HI 'o N I LL 0.38 IQ J � ss` - - -- m- CD — - - -- — — 7 iS SI FOR "AS CONSTRUOTE© - - o LAMS" ONLY soy IL "FG16N STATE FED. AID PROJ. NO. sR weer i4lc -Nwev IVISInI\I 10 CONTRACT NO. APPROVED ® Washington State -/Af Department of 'Transportation H J N M W a, U N t0 N y� U J W I 40 1D J u '�3NI (2J t` L74 62 62 6] 6C 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 ° 37 �o =; 36 r- b $ 35 0 34 33 N 32 31 30 29 PLOT1 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 ° 11 me 10 W . 9 N Nf Z Q 8 FO N 7 Q U U m 6 J O W sa W J 4 F W °moo w3 z o s2 H � Z N 1 SK '# OF 113s, 10 v WASH I- IR- 405 - 3(783) HIGHWAY DIVISION Adft Washington State Department of Trcnsportation ZGA2:[110002191W097D.DGN1 SR 405 OP -9 SOUTH RENTON TO SUNSET BLVD.-HOV zz DESIGNED BY B. SENSOR ENTERED BY D.B. MELBY CHECKED BY G. WEBBER /B. SENSOR JOB DER 91W O97 PROJ. ENGR. J. JOHNSON _ OF DRAINAGE PROFILE LZ4 suers DIST. ADM. R.O. ANDERSON Mn=T NO. DATE DATE REVISION BY SK '# OF 113s, 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 _ 39 38 ° 37 36 $ 35 N o 34 N 33 N 32 31 30 29 PLOT10 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 ° 11 my to e W 9 V1 2 1.1 8 oFN 7 Q U V 6 �0 w J D W W J 4 Q f > w3 N VO 2 -2 1 Sk, � or/3e 10 wASH I -IR -405- 3(783) HIGHWAY DIVISION woshing+cn S'ote SR 405 DP -10 Department if Transportation SOUTH RENTON TO SUNSET BLVD. -HOY / 3 zcnam000z>9Twoe7o.ocrki DRAINAGE PROFILE b34 ESIGNED BY B. SENSOR VERED BY D.B. MELBY HECKED BY G. WEBBER /B. SENSOR J0B wom" 91W 097 ROJ. ENGR. J. JOHNSON IST. ADM. R.O. ANDERSON «. .6 DATF — - RFvTCTnIJ nv CONTIMT NO. �>tir� DATE Sk, � or/3e 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 PLOT11 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 o I 10 9 8 7 6 A t�5 4 o �3 -2 1 RENTON AVENUE THE FENCE SHALL NOT BE CLOSER THAN 10 FEET TO THE POND TOP ------------------ ------ — - - ---------- ----------------------------------------- ---------------- ---------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------- --------------------------------------------------------- ---------------------------------------------------------------------- – ------------------ – a .......... .................................. ......... ..................... .... . a FINS-24 ...... ..... . ... ..... .. .... . .. ........ �i .... I - .. - . 1 ... :,:-. . -.-- -, - - --; - I --------------- --------------- --------------- ---------------------- ---- -------- -- - - ------- -- ------ -- ------------ OR - -- - ------- - .. .. ..... ...... • . . . . . . . . . . . . . ........ ....... - w....... i ........ L. , . -:-- 2— PbN 0 TOP EVOL: .......... -------------------- ----------- - ------------- - ---------- -------- - -7� -------------------------- ...... . .... 71 .... . ...... ......... E3EVE4�P-.lPE:.T0:::::::::j! 1 :::�:MATc�H:POND:SIi:DE: ........... 2 1" RC,z�S.P . .... . . . . . .... 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GE.G.M�MRRANE: :�ONNECTI:qW :1CONTAIAMERT PONQ-: STRUCTURF NOTE:D379 ----- - ---- -- ----------T:- ------------- ------- ------ ---------- T� --------- ------ ------- -- ---- -------- T .......... ...... ---------------- ......... -------------- --t,-X -------- - ---------------------- ------ ------- - -- w ::JUP: EDGE: EL. Iril 5 ......... ........... .......... ........ ........ ....... is ...... TOO OF:POUq .. ........ ... --------- - ---- ------- - ------ ---------------- .......... --------- ------ -- --- --------------- 4 -------------- w-, --------------- ---------------- --------------- - --------------- i ---------------- --------------- --------------- ----------- ------ ------ -- ---------- --------------- ------ ------- 5F : - --- - - 9R, P E BF-NQ: WITH I i. on j. :::::j; .. ... .. --6 :SPPOL:AT WNING- ......... f-�.L. :58, 60 _ ....... 30" _ill. 18 "i DIAMETER :: - - - I J ... _ I - - - - -T --- - -------- - - ------------ is is I ---------- ---------------- -------------------------------- --------------- - -------------------------------- ............... ------------- ---------------- L 1---- ---------- - ----- 90v: ........ :58::::::! - -:1 — — .......... --------------- Cmf ......... I8":.OUtL:ET:: Ru 1--MD.! 56 ..:POND:BOTTOM-' ....... IXTYP, ......... B.1QTTQM:tLEVATJ:O�:54'- i �::::FL- i56.2 --------- ---- ---- ------- -54 ---------- ------- - ---------------- :A ---- ------- - --- ------- ------- 7,-7-T -------- -1 ......... I - - I --- — ::!::::: ---------------- ---------------- --------------- ------------ -------- - - --- 1:.::4Ltib!�1dENSTONS ARE 10 RIPE:dNTERL,NE ....... ........ ...... :::PPNQ ... .... ORTS:�:�! . .......... ................. . ..... ---------- ------------- --------------- --------------- -------- -------- ---------------- ------- --- --- ------- -- --------------- -- --- --------- ---------- -- --------------- ---------------- - ----- ----- - ---------- ------- -- - ----- ------------ ---- ------- t7 ------- - ----- ------- .......... I ......... ... ... TAT FED AID PROJ.NO. 13-9- � arllar Noe 10 WASH I—IR-405-3(783) HIGHWAY DIVISION Aft Washington StcJe SR 405 OP -II ffir Department of Transportation SOUTH RENTON TO SUNSET BLVD.—HOV SHUT 124 OF ZGA2:rll0004191W097D.D941 SOUTH POND PLAN AND PROFILE 634 DESIGNED BY W. SENSOR ENTERED BY M. WEED CHECKED BY W. SENSOR JOB WOOER 91WO97 PROJ. ENGR- D. MARTIN " - - I I DIST. ADM. R.O. ANDERSON -4mwlqZ-,RE-y_-LSED-- W� SL _h- �I)Rj�p UND,n = , t -- T c 13-9- � arllar 62 62 61 6C 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 4 38 37 0 E 36 W 35 LL 34 33 N 32 31 30 29 PLOT12 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 0 11 m 10 9 n 8 0 7 v u m` 6 ti � LL J O W :a w J 4 z m w3 o i N 2 VIN 2 1 _ -- — X� / A 10 \\\ \ \ HIGHWAY DIVISION AdwWashinatcn State SR 405 ®,Departrlent of Transportation SOUTH RENTON TO SUNSET BLVD.-HOY ZGA2:1110004191W097D.DGN :1 NORTH POND PLAN AND PROFILE DP-12 DESIGNED BY W. SENSOR ENTERED BY M. WEED 14' GATE I V \` \ CHECKED 8Y W. SENSOR " =' = s" 92'v ��,a,�R 91W097 caxrnacr xo. s""r OF �n \ - REM7'" °� DATE DATE REVISION \ _ \ �� \\ ` i X �X' R AD ` � � CE55 "x— NORTK POND AC O BEGIN 10 +00 \/ v ` �X LINE�\\ Jx� NP }�\ TOP CORNER a -f �- I mil \\ ��\ \•\ `, \j� \ \� \ `.\ i NP 10 +98.98 �1• \ \� (7.34'LT.) �x Rc Sp -'-- - CORNER \� X18 Y �• `•\ - �x� 1 gpTTOM �p0, 1 1 TOP CORNER a� NP 12 +60.34 (7.9'LT.) 8• 2 - TOP CORNER AL3 73+j �• 1 gOT _ - It .3 ------ (35.32 TOP CORNER 1 , -- r �_8` �. -- X - 25 - - 1 / / AL3 71 +91 .58 ( 33.75 LT. ) �i 1bT`r`r_ XJ ' -- - -- -- - --- _ "_ X -- -- __ - -' -- 1 1 _ _ -- _- - -- ---- - ------ ' -- - -- - -- — 47 X _ - - -- --- _- - - - - -r - - - - i Iry -- /\ -- - -_ -- X -- > -r-- ___- -- - -' LA _-_ - -- -" - - - ---- - - NOTE: THE FENCE SHALL NOT BE CLOSER y i - - ---- '- - -- - ---' '- - --- -- -- - THAN 10 FEET TO POND TOP _ 70 AL3 � 11 iR, � 45'//3.!"' 10 WASH I -IR- 405 - 3(783) HIGHWAY DIVISION AdwWashinatcn State SR 405 ®,Departrlent of Transportation SOUTH RENTON TO SUNSET BLVD.-HOY ZGA2:1110004191W097D.DGN :1 NORTH POND PLAN AND PROFILE DP-12 DESIGNED BY W. SENSOR ENTERED BY M. WEED CHECKED 8Y W. SENSOR " =' = s" 92'v ��,a,�R 91W097 caxrnacr xo. s""r OF �n PROJ. ENGR• D. MARTIN D15T• ADM. R.O. ANDERSON REM7'" °� DATE DATE REVISION BY iR, � 45'//3.!"' DOT PVHM 2'21 -011 Revised 9/82 `.?� / a 135- J � a I o a V V L Vi x o ' of � N U try UT j I I i II I I I I I I I ! I I I I I f I I I I j II i j I i I I I I i - - - -- - -- ---- I" - - -- " - - - -- —' " -- - - - zi _-r- w �N ; � , � 1 I � j � I I -r-- , I UJ Q II i I "? m o N N D M 00 170 \ �� w Q� N - - - -{ - -�m3- -�6 j- i- - -' -- F_° co - -- - _i -- 170 3 0 = P { -- - - -- -- dcO 3 ! -- - - - -- - - - -�- - _ - - - - 1 °a �, a 3 + w` r 160 EX. 12" ST vi u w o w a3 > 3 0 t I 12 z z a f S`Iy ¢m ` °v' Maw I N t v°r v{ 160. S 0�'PC N �z u 40L - 3 \' F' ' FINISH GRADE o 12 "PCSSP Iw 3 ¢ N 'r a S- .050 z ( v, p° 3 m 150 z w �� M S - `q_ v EX. GROUND LINE �: d N N ° w - 150 - - - r o D -8 1 r4 m I %an w f _ +w f °mo D- 2 D-8 3 14.p `.F -• L Zi• acs S� -r z z m > N + I~- I� u 140 114 " RCSSP $_ - vQ�i m `J` a z 140 - - o cv z w I 27 LF- D -8 5 0.050 - z ,'-n L) a N _w j ? 1?( RCSSPi ip i 130 N w o 140.029 R a v �' � o ¢ "N N Lu- -� o I_ .. _ f -- W -- - -- � i� D -8 270 LF -1Q^ RCSSP 5 =0.050 ! 130 - - a - - - I jl ! ETHAFOAM w m N `=' ,� j CUSHION 120 Y w co :c~ 120 . z i I i IY- I I I � 10 ±00 �11 +00 12 +00 131j00 '14+00 15+00 D -g B 18 +100 ER 12" PCSSR coo o w STORM D II IN PROFILE W„ ` vS III r m STq M 10±+ 25, 77'RTI TO STA M 15 +80, 9' RT N �N w _ I w � 1 Z U fm w u i. I... w U D83 - +n - �I ¢ - �' - w ~ ' II 160 { z Q� w m X M f Q in y} wm (n a,X Vl: I Om W 150 N~ - mo? II oo °� - m r- n g f N EX. BT o v w I v z+ - vw �w(y� :2 f v' Ln u'] 'n Q w - + Q Z F- G7 +� , Q W f � II it to N v) u �N m '. iii N " of II No Z07 I I z �, zx Q11 v ! u-w w o w w D -8 4 (n, 1( D -6 6 p D -8 5 D -8 5 D -$ 7 F�� "AS ON p v - 150 150 140 ST tiUCTE�o i -- - - - -- - - - -- �- - - i- - , - -- -- — j — f 20 LF 8" PCSSP LJ ETHAFOAM CUSHION S =0.02 ETHAFOAM CUSHION j 1 I r - - 1401 FTTR- COMPLlANq -I GROUND -- - - - - 140 I" TO S h' 24 LF $ PCSSP - 130 - r 5 LF -6 PCSSP STA M9 +82, 8'RT TO Jate -- date N i - � STA ao co �'t z 11 m m S =0.191 - I - � -� II z ¢ 1 Bo f l• �� " f- S =0.125 STA M10 -+'01, 5'RT M 1 1 +46, 5' RT STA M 1 1 +86 5 RT ; za @�a°' = aNl lo 30 0 30 60 120 1 0 i II °p3j II II -- - - _�. w U vl� -. II II _f I -_ -- ___ - -_ II -Co II W -t w LJJ La! I • fW 3N- W (.. _ wXI i rl_ENAIai_ MILLS -_ -- - _ °E,ro" o FED. AID PROD. NO. SHEET sOccis a0 zw m - 11 ,... , A DRAWN �,� - - FTTR- COMPLlANq Z GO N ! - I TO S h' 'RDS I ite a -ia- Jate -- date i - � STA i I i' M 11 x+32, 9'LT �0 SR 5'�slis,r ! °0 Z GO N ! - I w E_=` z W -C, C4 I i - � STA i I i' M 11 x+32, 9'LT �0 I � w I i i STA M 1 1 +86, 29'RTj TO I j S7A M 1 � +00; � 20'RT TO � -� -_ � `" �Ea� - f l• �� " Q I tea•= STA M 1 1 +46, 5' RT STA M 1 1 +86 5 RT ; -I- y. @�a°' = 30 0 30 60 120 1 0 ,I SCALE IN FEET I FS57 NAL • i rl_ENAIai_ MILLS -_ -- - _ °E,ro" TATE FED. AID PROD. NO. SHEET sOccis HK31"flIVAY DPdIS N - ,... , A DRAWN �,� — 1 0 WASH W �: a ai�w °°' °' 7d` sa405 SO. REhTON TO SUNSET BLVD. 110V DP -16 '^ — Depar nnom of 'Transportation CHECKED I I PROJ._ ENGR._ !!' -- - - — JOB NUMBER 91WO97 I -IR- 405 - 3(763) SHEET DIST. A_ D_M. 16.91 DATE REVISED SHEET #'S PER WSDOT REVISION CONTRACT NUMBER AP o p .. um RoseWater Engineering, Inc. MILL AVENUE STORM DRAINAGE PROFILES OF /`0 SHEETS 8Y APP'D SR 5'�slis,r W 2 v Q; a4 V' 'CRT. REINF. 10C FRONT /BACK VIEW MISS ANOCKOUTS e V -U" SGFR EACH 1AYER a4 VCR[. REINF. TYP. STAGGER EACH LAYER Fum 7. 0..�� TYP. a4 —CUT BARS It? MISS ANO(F,OUTS TYP oesgnea By R_ A. BRICErVAiQ_ Ill7o /G cnec�vn By Y. A_ MHATR( ue alN<i By I) W. PIl(SF 7R_ e Bnda�, Plan fngr Pr F•em Plan By Arm hiloi vtp�aolist FRONT /BACK VIEW SPECIAL MANHOI E STRUCTURE LIFTING LOOP DETAIL GREASE AND WRAP 1 /l T INLI 1( /Ul'% k'/ /// B I2N INDUS PAPER BFI URI NAl Al 111 1 N6. a4 o V 0" SIAG6ER EACH LAYER �■ q• ■ C� ■■ ■= ■� NOON �■ ■ ■� �� ■�A N 1 NOON ■ ENS ■ C�■ ; ■� ■� ■ ■E■ ;Ma11 I I aiM SIN ■EEE �� E511 ��ia 7. 0..�� TYP. a4 —CUT BARS It? MISS ANO(F,OUTS TYP oesgnea By R_ A. BRICErVAiQ_ Ill7o /G cnec�vn By Y. A_ MHATR( ue alN<i By I) W. PIl(SF 7R_ e Bnda�, Plan fngr Pr F•em Plan By Arm hiloi vtp�aolist FRONT /BACK VIEW SPECIAL MANHOI E STRUCTURE LIFTING LOOP DETAIL GREASE AND WRAP 1 /l T INLI 1( /Ul'% k'/ /// B I2N INDUS PAPER BFI URI NAl Al 111 1 N6. a4 o V 0" SIAG6ER EACH LAYER �■ ■ ■ ■■ ■� �■ NONE NONE NONE ■�A N 1 NOON ■ ENS ■ ■� ■ ■E■ 6" PREFAB. IADDER u co 0 c() co J cr e � SEC7lON 8 STE 111-1.41/ VI SIAOCIURI /111) _ Y i 4 TYP -- - a4 VLR1. RFINF. TYP. 7•YP ' �— CONSTRU( 11ON JOINT (IYP. ) _ b. 0" IYF. a4 Y� END VIEW SPECIAL MANHOLE STRUCTURE I/ L II N6 L 00P1 (TYP.) _ . —may„ LIFTING LOOP 6.. 6„ 6 TYP[ TYP. IA CH CURNER) I P II �I E I' II II lop 1 BUTINN) I I1 � III �I I �I I II - - - - -' -- -- -I -- -- Ja 9 a4 (IYPJ B-l(k"1 I'F INF. lOP REINF. STRUCTURE LID A1ANHOL E RI N6 S ( OVER ';L" F / :1N ;t >c T -- RISC L,' OR A lU,1MENT SE( LION HANUHU7U 1IIP.7 SECTION A N(7TES MANHOILS 117 BL - NSTRU -fD IN ACLORDANCE WITH AASHT0 M -199 (ASIM I /1?8) UNLESS 0_IHLRWISC (H%N ON PEANS OR NOTED IN THE SIANDARU SPECIFICATIONS, HANT IDS IN A- USTMINT SE-ION SHALL HAVE J" MINIM M CLEARANCE STEPS IN MANHOLE SHALL HAVE 6' MINIMUM CIEARANLE. SEI STANDARD PLAN "MISCELLANEOUS MANHOLE UEIAILS AIL REINFORLI17 LAST IN PLACL CONCRETE SHALL BE CLASS JD7AI1 PRECAST CONLRLTF SHALI BE CLASS V00. PRECAST BASES SHAT L BE FURNI STIED WI TH C UIOUTS OR KNOCKOUTS. KNOCKOUTS SIlAL 1 HAVE A WAY 1 THICKNESS OF 2" MINIMUM. ANCIAHL1I UR CUTOUT HU(E SIZE IS EOUAL R) PIPE OUTCR 0141FI£R PLUS MANHOLE WALL THICKNESS. MINTMB DISTANCE BEIWEEN HOLES IS 12 ". MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGHI REOUIRFAIENIS OF FEDER41 SPECIFICATION RR -F -6270. MATING SURFACES SHALL BE FINISHED IO ASSURE NUN- ROCA "ING FIT WITH ANY COVER POST [ION FOR Of TAILS SHOWING 6RAOE RING, IAODER. STEPS, HANOUOIDS A,NO TOP SF48S, SEE STANDARD PLAN 'NISCCLANIOUE MANHOLE NFIA11S., SEE RIF SIANOARO SPECIFICATIONS IOR JOINT RCOUIRfh1ENTS. AS AN ACCEPTABLE Al TERN411VE 117 REBAR, DEFORMED WELDEO WIRE FABRIC HAVING A MINI" AREA OF 0 _'0 SOUAAE INCHES P-R FOOT `IA( Bj OSFO, DEFORIFO WIVE0 WIRE FABRIC HAVING A MINI" AREA Of O. 10 SULIARF INCHES PER FO-7 M4I 8E I7,10 FOR THE BOTTOM OF THE STRUCTURE LTD. LAPPING OF THE WELDED WIRE FABRIC SHAH LLb I Y ICI THE PATTERNS ESIABLISHfD FOR THE REBAR. i✓E10f0 WIRE FABRIC SHAL( C(Wl Y TO AASHTO M -221. I✓FLUED WIRE FABRIC urr n'cdAR SHALL NOT BE PLACE() IN IHE KNOCKOUTS_ STATE FED AID PROJ_ NO _ H Wqi WV101 14oI [I'11 /1f,I1,li_IldiIMANITF11B.7 Hb- NOV -91 SR 405 <> WASH BRIDGE AND STRUCTURES �' ?`� V w SOUTH RENTON TO SUNSET BLVD. HOV -- I-IR- 405 - 3(783) � Washington State JOB NUMBER - µ 91WO97 ;a,° .' • Department of Transportation SPECIAL MANHOLE STRUCTURE SNEEr DP-20 s�Er 131 G34 SK �■ ■ ■ ■■ ■� �■ NONE NONE NONE ■�A N NOON ■ ENS ■ ■� ■ ■E■ SIN ■EEE �� E511 ��ia 1 Lb: ME 4 TYP -- - a4 VLR1. RFINF. TYP. 7•YP ' �— CONSTRU( 11ON JOINT (IYP. ) _ b. 0" IYF. a4 Y� END VIEW SPECIAL MANHOLE STRUCTURE I/ L II N6 L 00P1 (TYP.) _ . —may„ LIFTING LOOP 6.. 6„ 6 TYP[ TYP. IA CH CURNER) I P II �I E I' II II lop 1 BUTINN) I I1 � III �I I �I I II - - - - -' -- -- -I -- -- Ja 9 a4 (IYPJ B-l(k"1 I'F INF. lOP REINF. STRUCTURE LID A1ANHOL E RI N6 S ( OVER ';L" F / :1N ;t >c T -- RISC L,' OR A lU,1MENT SE( LION HANUHU7U 1IIP.7 SECTION A N(7TES MANHOILS 117 BL - NSTRU -fD IN ACLORDANCE WITH AASHT0 M -199 (ASIM I /1?8) UNLESS 0_IHLRWISC (H%N ON PEANS OR NOTED IN THE SIANDARU SPECIFICATIONS, HANT IDS IN A- USTMINT SE-ION SHALL HAVE J" MINIM M CLEARANCE STEPS IN MANHOLE SHALL HAVE 6' MINIMUM CIEARANLE. SEI STANDARD PLAN "MISCELLANEOUS MANHOLE UEIAILS AIL REINFORLI17 LAST IN PLACL CONCRETE SHALL BE CLASS JD7AI1 PRECAST CONLRLTF SHALI BE CLASS V00. PRECAST BASES SHAT L BE FURNI STIED WI TH C UIOUTS OR KNOCKOUTS. KNOCKOUTS SIlAL 1 HAVE A WAY 1 THICKNESS OF 2" MINIMUM. ANCIAHL1I UR CUTOUT HU(E SIZE IS EOUAL R) PIPE OUTCR 0141FI£R PLUS MANHOLE WALL THICKNESS. MINTMB DISTANCE BEIWEEN HOLES IS 12 ". MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGHI REOUIRFAIENIS OF FEDER41 SPECIFICATION RR -F -6270. MATING SURFACES SHALL BE FINISHED IO ASSURE NUN- ROCA "ING FIT WITH ANY COVER POST [ION FOR Of TAILS SHOWING 6RAOE RING, IAODER. STEPS, HANOUOIDS A,NO TOP SF48S, SEE STANDARD PLAN 'NISCCLANIOUE MANHOLE NFIA11S., SEE RIF SIANOARO SPECIFICATIONS IOR JOINT RCOUIRfh1ENTS. AS AN ACCEPTABLE Al TERN411VE 117 REBAR, DEFORMED WELDEO WIRE FABRIC HAVING A MINI" AREA OF 0 _'0 SOUAAE INCHES P-R FOOT `IA( Bj OSFO, DEFORIFO WIVE0 WIRE FABRIC HAVING A MINI" AREA Of O. 10 SULIARF INCHES PER FO-7 M4I 8E I7,10 FOR THE BOTTOM OF THE STRUCTURE LTD. LAPPING OF THE WELDED WIRE FABRIC SHAH LLb I Y ICI THE PATTERNS ESIABLISHfD FOR THE REBAR. i✓E10f0 WIRE FABRIC SHAL( C(Wl Y TO AASHTO M -221. I✓FLUED WIRE FABRIC urr n'cdAR SHALL NOT BE PLACE() IN IHE KNOCKOUTS_ STATE FED AID PROJ_ NO _ H Wqi WV101 14oI [I'11 /1f,I1,li_IldiIMANITF11B.7 Hb- NOV -91 SR 405 <> WASH BRIDGE AND STRUCTURES �' ?`� V w SOUTH RENTON TO SUNSET BLVD. HOV -- I-IR- 405 - 3(783) � Washington State JOB NUMBER - µ 91WO97 ;a,° .' • Department of Transportation SPECIAL MANHOLE STRUCTURE SNEEr DP-20 s�Er 131 G34 SK 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 _ 40 39 0 0 38 0 0 37 m i 36 W N U 35 N � 34 < 33 V N 32 31 30 29 PLOT13 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 0 11 �Q 10 w 9 =Q 8 o 7 v Q U U m = 6 m1 'o LLo 5 a w 4 Q� >w �ow3 ¢ o i _ '^2 1 Material to b1 14" plate gals fabrication p1 12" SMOOTH COUPLING BAND FOR CONCRETE PIPE NOTES: 1. Payment for pipe anchors which shall include all pipe stakes and hardware shall be considered as incidental and shall be included in the per linear foot cost of pipe. 2. The smooth coupling bond shall be used in combination with concre e pipe. 3. Concrete pipe without bell and spigot shall not be installed on grades in excess of 20 %. 4. The first anchor shall be installed on the first section of the lower end of the pipe and remaining anchors evenly spaced throughout the installation. S. If the pipe being installed has (3 manhole or catch basin on the lower end of the pipe, the first pipe anchor may be eliminated. 6. When C.M.P. is used, the anchors may'be attached to the coupling bands used to join the pipe as long as the specified spacing is not exceeded. 7. All pipe anchors shall be securely installed before L w 1 /2 " x 6' pipe stakes ) V PLATE DETAIL /IX each side of culvert Flatten to point ANCHOR SPACING SCHEDULE For grades 10% to 20% Use spacing for 4:1 slope For grades 20% to 30% Use spacing for 4 :1 slope For grades 30' to 40% Use spacing for 3:1 slope For grades 40% to 55% Use spacing for 2:1 slope The number of pipe anchors per run of pipe shall be determined by the following formula: Number of Anchors - Length of Pipe Spacing from Schedule yc �E 1. Fractions 0.3 or larger shall be rounded to the next higher number. 2. Fractions below 0.3 shall be dropped except the minimum number of anchors shall be one (1) when more than one section of pipe is used. IIor pipe) M Plate (see Detail) ?rial to be ASTM A 36 galvanized >r fabrication per ASTM A 153 Maximum Anchor Spacing Pipe 4 :1 Slope 3:1 Sloe 2:1 Slope Dia. on Con .M P. Conc.C.M.P. FED.AID PROJ.NO. 8 Adft Washington `hate ® ®Department of Transportation 02 ZGA2d110 0 19 1W097D.DM1 250' 95" 190" 65' 135" 12 " 55' 130' 40" 100" 30' 70' 18 " 25' 65' 20' 50' 15" 35" For grades 10% to 20% Use spacing for 4:1 slope For grades 20% to 30% Use spacing for 4 :1 slope For grades 30' to 40% Use spacing for 3:1 slope For grades 40% to 55% Use spacing for 2:1 slope The number of pipe anchors per run of pipe shall be determined by the following formula: Number of Anchors - Length of Pipe Spacing from Schedule yc �E 1. Fractions 0.3 or larger shall be rounded to the next higher number. 2. Fractions below 0.3 shall be dropped except the minimum number of anchors shall be one (1) when more than one section of pipe is used. IIor pipe) M Plate (see Detail) ?rial to be ASTM A 36 galvanized >r fabrication per ASTM A 153 SR yar /ja r ANCHOR ASSEMBLY - CORRUGATED METAL PIPE FOR "AS CONSTRUCTED PLANS" ONLY -.GD'f-ISTATE FED.AID PROJ.NO. HIGHWAY DIVISION Adft Washington `hate ® ®Department of Transportation 02 ZGA2d110 0 19 1W097D.DM1 SR 405 SOUTH I�ENTON TO SUNSET BLVD.'H ®V DP-21 10 WASH I -IR- 405 - 3(783) DESIGNED BY ENTERED BY D.B. MELBY CHECKED BY G. WEBBER _ ER 9IW 097 "' i3Z P IA BEETS PROJ. ENGR. J. JOHNSON DRAINAGE DETAILS I fl-ST-ADM- R.O. ANDERSON CONTRACT NO. 4oS" DATE DATE REVISION BY SR yar /ja r W X Revised 6/80 SR / /3J RCD 63,15 TO RCD 65* 95 1?CD 67 *60 TO RCD 69.50 AR3 69 *50 TD AR3 7I *00 VAL GROUND A L 7 VAL L C PVC (.30 / DITCH YAR /ES /3'-/7' I DITCH I WELL 6' HOUSE DRAIN 2'M11V NORIG/NAL GROUND 2.5 SPECIAL SOIL MIX T YPE 2 GRAVEL BORROW GRAVEL BACHFILL FOR DRAIN RCD 6595 TO RCD 67* 60 * VARIES SLOPE OR1G1iVAL GROUND TODRAINI v v SPEC/ SO L /.S' M//V. MIX TYPE 2 I PVC LINER GRAVEL BORROW (30 MIL) GRAVEL BACKFILL VARIES 1'7-0,2.5' FOR DRAIN THE L: NER SHALL BE PLACED AS CLOSE TO THE BUILDINGS dr SIDEWALK AS POSSIBLE. WALL 7 DITCH VARIES 6'- /0' 6 SLOPE TO SST WALL vIN ORIGINAL GROUND 2' MIN. I 2.5' 1 GHAVtL 4(QH)YUW l \GRAVEL BACKF SPECIAL SOIL MIX FOR DRAIN TYPE 2 A,RJ 7/'00 TO AR3 7276 MIN. ELE_V. O.S' ABOVE LINER ANCHOR DETAIL **LS 263 *75 TO LS 265 *50 �f LS 265 *50 TO LS 266 *55 LS 266 *55 TO LS 27/ *20 �E WHERE L/M /TED BY R/W PERF. CONC. UNDERDRA /N P /PE SHALL NOT BE P' "ED UNDER FILL SLOPE DRA IN DETA /L FOR "AS CONSTRUCTED PLANS" ONL Y i STA FED. AID PROJ. NO. '"°, jNleT � HIGHWAY DIVISION APPROVED ® Washington. State Department of Transportation SR 405 SOUTH RENTON TO SUNSET BLVD. HOV L-3 10 WASH o U ER g%I I -IR- 408 - 3(783) i DRAWN M. LABORN i DESIGNEE SMITH . CHECKED G. WEBBER -- -- - w�.. i b% ,;7A PROD. ENOR. / J JOHNSON pIST.ADM.. R. ANDERSON CONTRACT M'0. SPILL LINER SECTIONS /DETAIL LINER ANCHOR DETAIL **LS 263 *75 TO LS 265 *50 �f LS 265 *50 TO LS 266 *55 LS 266 *55 TO LS 27/ *20 �E WHERE L/M /TED BY R/W PERF. CONC. UNDERDRA /N P /PE SHALL NOT BE P' "ED UNDER FILL SLOPE DRA IN DETA /L FOR "AS CONSTRUCTED PLANS" ONL Y "1010" STA FED. AID PROJ. NO. '"°, jNleT � HIGHWAY DIVISION APPROVED ® Washington. State Department of Transportation SR 405 SOUTH RENTON TO SUNSET BLVD. HOV L-3 10 WASH o U ER g%I I -IR- 408 - 3(783) DRAWN M. LABORN DESIGNEE SMITH . CHECKED G. WEBBER -- -- - w�.. i b% ,;7A PROD. ENOR. / J JOHNSON pIST.ADM.. R. ANDERSON CONTRACT M'0. SPILL LINER SECTIONS /DETAIL DATE REVISION BY APP'D DOT r— cci -v.. Revised 9/82 6-2 '%OF 43J- 11 P I - .a-'• FOR "AS CONSTRUCTED PLANS" ONLY LEGEND 0 STRUCTURE NDTE SEE SHEETS p•1& 0-2 0 i-A $15 MAIN AV STA 44 10,00 1 PAV;Nf. LIMIT PAP 7,58 6 vi §R AMAIN AVF- SJ PAVING LIMIT ul op 8 • 51f, 44 05 1:4 GRADE ISTIASEVION 4 5TA 50-Zak POT d, GRADE INTERSECTION GIRAGE CACISSiNG 57A 44,60,00 POT, SIR 515 STA 4Q - 3&Zi POT 4: (60 LT) 4;1 4 37 PAVING LIMIT 56 l _4) 58 SR 515 d 55 55 PANING UNIT (MAIN AVE 5) In H%N 14-315 GRADE XIERNECT 0& STA 5518000 POLT. STA. 55+ 91.60 POT M P 7.80 i i I 0 50 IDO SCALE IN FEET MANHOLE GRATE INLET "Imom 9TAYN"M. VALVE BOX JUNCTION Box HIGHWAY DIVISION MONUMENT t COVER 0 STRUCTURE NDTE SEE SHEETS p•1& 0-2 0 i-A $15 MAIN AV STA 44 10,00 1 PAV;Nf. LIMIT PAP 7,58 6 vi §R AMAIN AVF- SJ PAVING LIMIT ul op 8 • 51f, 44 05 1:4 GRADE ISTIASEVION 4 5TA 50-Zak POT d, GRADE INTERSECTION GIRAGE CACISSiNG 57A 44,60,00 POT, SIR 515 STA 4Q - 3&Zi POT 4: (60 LT) 4;1 4 37 PAVING LIMIT 56 l _4) 58 SR 515 d 55 55 PANING UNIT (MAIN AVE 5) In H%N 14-315 GRADE XIERNECT 0& STA 5518000 POLT. STA. 55+ 91.60 POT M P 7.80 i i I 0 50 IDO SCALE IN FEET "Imom 9TAYN"M. No pft" No, HIGHWAY DIVISION Alft Washington State 171WD"ammt of Transwumm OR 405 SOUTH RENTON TO StWASO BLVD. HOV 10 WASH WR-40"783) D"vm 3. 3EMR DESMED a HoLumG C"ZCKLID, rs. WEBWR SAWO97 °' W54 PRol Etwx J.E. JOHNSON DIST. ADM R, 0, ANDERSON @-2.91 RF-VMD 2m T= coMnucTMa Sl? 515 DRAIM46f PL" DATE 1 "EV11310N SVIAPP*101 DOT FORM nl-a„ 4