Loading...
HomeMy WebLinkAboutR-379601�f 15TH ST SW TO S 180TH S STAGE 3 1 • -.. I NDEX I NDEX C 0 N T I N U E D SHEET NO', PLAN REFERENCE NO 0 1 IWAS! T I T L E WETLAND MITIGATION GRADING PLAN J. wu jo WuMa J. wu 05A031 K. EZECIKEKE QUANTITY TABULATION PAVING VOLUME I PI-P36 I Ffir- REVISION 6 DATE BYI 11 - !3 1 NDEX 4-5 VI - V2 VICINITY MAP 6-7 VWI-VW2 VICINITY MAP WETLAND 13 INDEX 8-21 SOI-S014 SUMMARY OF QUANTITIES 406-447 PMI-PM40 22-34 RSI-RS13 _ROADWAY SECTION PAVEMENT MARKING DETAILS 35 RDI ROADWAY DETAILS OTWI-OTW2 OUANTITY TABULATIN WALLS -____ 452 Wl LAYOUT - WALL I 453 _ W2 36-49 OSPI-OSPIA QUANTITY TABULATION- SITE PREPERATIDN LAYOUT - WALL 3 50-89 SPI-SP40 SITE PRE/EXIST UTILITIES i 456 ROADWAY PROFILES !LAYOUT-- WALL 5 457 _10-92 93-95 _RPI-RP3 SUPERELEVATION !tT WALL 7 LAYOUT 459 TYPICAL SECTION AND NAIL DETAILS W9 96-98 ECNI-ECN3 ENVIRONMENTAL COMPLIANCE NOTES 461 99-138 F-CPI-ECP40 ENVIRONMENTAL COMPLIANCE PLAN Wil DRAINAGE & EXPANSION JT. DETAILS 139-149 TECOI-TECOII QUANTITY TABULATION-TEMP EROSION 465 W14 _ 150-ISE r TECI-TEC39 TEMP EROSION CONTROL PLAN WALL DETAILS 469 189 TECDI TEMP EROSION CONTROL DETAILS VOLUME I 1 INDEX 193-220 SN I-SN 28 STRUCTURE NOTES 221-244 DI D24 DRAINAGE PLAN 245-259 y DPI DP15 IDRAINAGE PROFILES 260-285 DDI-DD26 DRAINAGE DETAILS NOT USED 287 UCP UNNAMED CREEK PLAN 268 DVI LAYOUT 289 DV2 EXCAVATIION PLAN 4. DETAILS 290 DV3 VAULT PLAN & DETAILS 291 DV4 VAULT REINFORCEMENT DETAILS I OF 3 292 OVS IVAULT REINFORCEMENT DETAILS 2 OF 3 293 DV6 IVAULT REINFORCEMENT DETAILS 3 OF 3 294 DV7 ICONCRETE COVER DETAILS 295 DV8 DETAILS 296 —IMISCELLANEOUS OV9 BARLIST 297 -31 PLI-PLIS PLANTING PLAN 313-315 PD I - PD3__— PLANTING DETAILS 316 WMI WETLAND MITIGATION ENVIRONMENTAL COMPLIANCE PLAN 317 WM2 WETLAND MITIGATION SITE LAYOUT PLAN 318 WM3 WETLAND MIIIGATION SITE PREP/TESC PLAN .mlu ­V14.1Nv. 11/30/2005 10 IWAS! I aborrim WM4 WETLAND MITIGATION GRADING PLAN J. wu jo WuMa J. wu 05A031 K. EZECIKEKE QUANTITY TABULATION PAVING J. JOHNSON PI-P36 I Ffir- REVISION 6 DATE BYI SHEET NO. PLAN REFERENCE NO* T I T L E 319 WM4 WETLAND MITIGATION GRADING PLAN 320 WM5 -i-E—TLAND MITIGATION PLANTING PLAN 321-324 OTPI-OTP4 QUANTITY TABULATION PAVING 325-360 PI-P36 PAVING PLAN 361-363 PHDI-PH03 PAVING DETAILS VOLUME v 'j L Uvr I I I 364-366 13 INDEX 367-405 OTPMI-OTPM39 JQUANTITY TABULATION - PAVEMENT MARKING 406-447 PMI-PM40 AVEMENT MARKING/ALIGNMENT 448-449 PMDI_pMD2 PAVEMENT MARKING DETAILS 450-451 OTWI-OTW2 OUANTITY TABULATIN WALLS -____ 452 Wl LAYOUT - WALL I 453 _ W2 - WALL 2 454 —LAYOUT W3 LAYOUT - WALL 3 455 W4 AYOUT - WALL 4 i 456 W5 !LAYOUT-- WALL 5 457 W6 LAYOUT - WALL 6 458 !tT WALL 7 LAYOUT 459 TYPICAL SECTION AND NAIL DETAILS W9 ENCAPSULATED NAIL DETAIL 461 1 110 PALL REINFORCEMENT 462 Wil DRAINAGE & EXPANSION JT. DETAILS 463-464 W12-W13 LAYOUT - WALL 8 465 W14 _ LAYOUT - WALL 10 466_468 WDI-WO3 WALL DETAILS 469 WD4 STRUCTURAL EARTH WALL _LUMINATIONANCHORAGE DETAILS AN REFERENCE NOTE ND. SHEET OF SHEETS ALL SHEET REFERENCES, FIRST NOS, OF STRUCTURE CODE DESIGNATIONS AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. VrAf Washington State rtment of Transpor SR 167 11 15TH ST SW TO S 180TH ST STAGE 3 9 SHEET 10 INDEX s _ GENERAL NOTES: NOTE: THE FIRST NUMBER OF THE 'CODE . a DESIGNATION' BELOW REFERS TO THE SHEET Q Q NO. OR THE SHEET a REFERENCE NO. SHOWING uj z z uj z cv uj i # #' to eu co Lu a THE DRAINAGE FEATURE. aO z z 0 0 ' © z THE SECOND NUMBER REFERS TO THE UJ < III DRAINAGE FEATURE FOUND ON THAT SHEET, z U x cc z r � cc ® a. a z U - Lu Lu ii fill ui z iJ3 0 ® z ® �i J d ® w Q d .... X X :G2 _ Q w CODE LOCATION Y 1 UNIT OF MEASURE > LGi Ig Ua EACH 2 C.Y. 03 i C.Y. 0 S.Y. (j EACH .:... ;: EACH TON � L.F. L.F. L.F. CA 1. CONNECT TO EXISTING PIPE. Di -1 LM 467 +89 (41.6 RT) TO LM 471 +95 (41.3 RT) 386 384 1,6,14,22 1,6,14,22 2. SEE OUTFALL PROTECTION DETAIL, SHEET DD3. 61-2 LM 467 +90 (75.8 RT) TO LM 471 +93 (75.7 FIT) 3 749 2,6.14,16,22 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, D1 -3 LM 472+00 (75.7 FIT) TO LM 479 +50 (105.3 RT) 3 170 2,6,14,16,22 SHEET DD6. �14 M 2 TO LM 7 10 T 80 3,4 4. SEE TYPICAL DITCH SECTION, SHEET DD3. Di -5 LM 477 +10 (7.0 LT) TO LM 483+41 (7.0 LT) 3 329 2,6,14,16,22 51 -6 LM 477 +10 (42.0 LT) TO LM 480+60 (40.0 LT) 257 6,14,22 5. SEE UNDERDRAIN DETAIL, SHEET DD1, D2-1 LM 480 +60 40.0 LT) TO LM 483 +50 (11.2 LT) 810 5,18 D2 -2 S -EW 6+00 TO S -EW 9 +00 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, SHEETS DD4 AND DDS. 284 5 D3 1 ES 101 +50 TO ES 102+40 D3 2 LM 495 +80 (41.9 LT) TO LM 499 +00 (CL} 266 6114,22 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 235 6,14,22 53 -3 LM 499 +00 (CL) TO LM 501 +80 (42.0 LT) _ 209 6,14,22 8. SEE FLOW CONTROL STRUCTURE DETAILS, D3-4 LM 501 +50 (CL) TO LM 504 +00 (39.3 LT) PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 3 2,16,19 TO DD22. D4 -1 Lint 499 +00 (CL) TO LM 499 +00 (115 FIT) 3'4 D4 -2 SE 11 +30 (14.0 LT) TO SE 14 +57 (19.0 LT) _ 20 1,5 U. SEE DETENTION POND DETAILS, SHEETS DD16T0 D4 -3 EWN 9+00 T EWN 12 +90 1668 327 6,14,22 Dc1s. D5 -1 LM 504 +00 (39.3 LT) TO LM 507 +50 (42.0 LT) 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. 3 151 2,6,14,16,22 SEE UNNAMED CREEK PLAN, SHEET UCP. 60 (92.8 LT) D5-2 LM 505 +90 (125.6 LT) TO LM 507+-- 387 6,14,22 65-3 LM 507 +60 (92.8 LT) TO LM 511 +70 (88.0 LT) 3 2,16 11. USE PIPE COLLAR STD. PLAN B -28. D5-4 LM 504 +65 (78 RT) TO LM 504+65 (95 RT) 3 295 2 ,6,14,16,22 D5 -5 LM 504 +65 (78.4 RT) TO LM 507 +95 (110.6 RT) 12, TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE 262 6,1422 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2 DS -S LM 507 +79 (78.3 RT) TO LM 510+58 (78.7 RT) 2,6,14,16 22 T T ' D5 -7 LM 510+58 (122.7 FIT) TO LM 513 +00 (78.3 RT) 3 224 2,16 f a .,,..... ��•;: 65 -8 LM 513+00 (78.3 FIT) TO LM 513+00 (110.3 FIT) 3 232 6,14,22 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D5-9 LM 513 +00 (78.3 FIT) TO LM 515 +50 (77.4 FIT) SHEET DD7, 14. SEE CLEANOUT STRUCTURE DETAIL, D6'1 LM 515 +50 (77.4 FIT) TO Lint 518 +50 {78.0 RT) _ 282 31 6,14,22 13 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. D6-2 BRIDGE DRAIN 350 5 WN 18+65 TO WN 20+02 31 13 BRIDGE DRAIN ENS 17+05 {168.4 lT) TO ENS 17 +17 {302.0 LT) 60 3,4 8 X2 187 +75 (95.0 LT) TO ENS 17 +96 (57.0 LT) F;D6- -- 9,16 DETENTION POND 4160 4330 2,16 EN 24+50 (27.0 RT) TO ENS 19+2 3 (90.0 LT) 3 ENS 17 +10 (40 FIT) TO ENS 17 +20 (50 LT) 30 3112 5207 SKEET TOTAL 4160 160 4330 REGION NO. STA TE F ED. MD Raj. N{?, SR 167 SN i 15TH ST SW TO S 1 SOTH ST 13EStCaNEt3 BY- J. BUOY 07/08105 10 WASH S"€1$GE 3 SHEET ENTERED BY B. BASSERI 11/28/05 _ asa° on State ea�ia a i 193 d- NECKED BY K. EZEOKEKE 41/28/05 JOB NUMBER OF PROJ. ENGR. J. JOHNSON 05AO31 STRUCTURE NOTES 861 t1ECZtt3N AtM. L. ENG #?f€ >�a?1� ..... ��� u :: ..; CONTRACT NO. SHEETS DATE DATE REVISION B`t le GENERAL NOTES: z z z NOTE: 04 CD c°� z THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET (L O_ CL CL L cc a: r r cr> NO. OR THE SHEET REFERENCE NO. SHOWING UJ a a w � ccn uj au Lu THE DRAINAGE FEATURE. _Q 0 > � = ? J > � El � � cr CL LU � a. � i- z L) to x x co z� Z z a THE SECOND NUMBER REFERS TO THE °� ¢ ¢ ¢ a 3 cn ® to us cc DRAINAGE FEATURE FOUND ON THAT SHEET. CL -i J � > ® co °� x�i z a 0 J Z 2 <t z z� � _� r�� O > � h-� e- ¢ w 0 cn U) 0 � 25 U) :u w S`c3 a U) LOCATION v t UNIT OF MEASURE > L.F. L.F. L.F. L.F. L.F. C.Y. C.Y. EACH EACH EACH EACH EACH 1,6,14,22 B X� .. IUD ?�A 130 2 1 LM 467+89 {41.6 RT} TO LM 471 +95 {41.3 RT} 41 1,6,14,- rDi LM 467 +90 (75.8 FIT) TO LM 471 +93 (75.7 R T } 40 130 2 .17, SEE i.AYOUTT-WALL SHEETS alt -W14 AND BLOCKOUT LM 472+00 (75.7 RT) TO LM 473+50 (1053 RT} 56 7® 1 2,6,14,15,22 FflR DE�AINACaE CONNECTION; SHEET WD2. LM 475 +25 (42.0 LT) TO LM 477+10 {42.0 LT} 28 40 1 1 2,6,14,16,22 ': SGH aVI , iy S1, 4 ?Tif eN TQ "PID POTENTIAL . _ 51 -5 LM 477 +10 (7.0 LT) TO LM 483+41 (7.0 LT) 3 4 D1 -6 LM 477 +10 (42.0 LT) TO LM 480 +60 (40.0 LT) 42 100 1 1 2,6,14,,22 6,14,22 19. INSTALLATION TO AVOID POTENTIAL. 132 -1 LM 480 +60 40.0 LT} TO LM 483+501,411.2 LT} 45 60 - 518 CONFLICT WIT &� ELECTRICAL WORK. SEE ILLUMINATION CONFLICT IT S -EW 6 +00 TO S -EW 9 +00 SHEETS. ES 101 +50 TO ES 102+40 r-D 5 �.... ' € €3 + CL LM 495 80 `41. 9 LT TO LM 499 00 } 59 60 1 6 14,22 . :. LM 499 +00 CL TO LM 501 +80 42.0 LT ( } ( r 56 40 6 14 22 1 :<:::>: : » >:: >:: ::......:: ::................. ..... :. 53-4 LM 501 +50 (CL) TO LM 504 +00 {39.3 LT} 59 40 1 61422 , ::i�....�.. :.�.�:,.....�,.,... ; ; ;';';'; ;' ;';' ,;' D4'1 LM 499 +00 (CL} TO LM 499 +00 (115 RT} 1 2,16,19 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS 3,4 ARE PER DETAIL SHEETS 63D7 AND DD9 TO DD ,1 D4-2 SE 11 +30 (14.0 LT} TO SE 14+57 (19.0 LT} D4-3 EWN 9 +00 T EWN 12 +90 1 1 5 6,14221�511�£ ETA 55 -1 LM 504 +00 (39-3 LT) TO LM 507+50 (42.0 LT} 36 70 1 X:i AD D5 -2 LM 505 +90 {125.6 LT} TO LM 507 +60 (92,8 LT) 34 } 2,6,14, 6, gNT& EtF;.:::>::<:>;;:::<:>:;:::>:;::<:;:<:::< c::>:::::::>::>;;>::::::: c;.;:::;;>;> :: >;; >::: >::;:::; >: >: >:: >; >:: >. +a ss.0 L a +6o (92.8 LT TO LM 511+70 D5 -3 LM 50 { 5 1 20 2 14 6 22 D5-4 LM 504 +65 78 FIT) TO LM 504+65 (95 RT} 216 k . . r - D5 5 LM 504+65 {78.4 FIT) TO LM 507 +9� {110.6 RT} 40 100 i 2,514,16,22 x3€ 1#:::;::::::<>:<:::>::::>::::>::::>::>::>::::>::>::>::>::»>?: : >:<::<: >:i««::<: >::;: >;<:::<:. 6,14,22 ;c... 1:}5 -6 LM 507 +78 (78.3 RT) TO LM 510 +55 (78.7 RT} 25 80 1 4, 1522 ..:.. .� D5 -7 LM 510+58 122.7 R d TO LM 5513+00 (78.3 FIT} 26 200 1 2,6, ..:.;•:.;>:.;::.::.;;:.;:.;:::.;:<:.;:.;:.;:.;:.;::.;:.;•:<.;;::;:;:.;:;•:;:•;:;.;;;:.::;:.;::.;:.;:;.;;;:.; ;;:.;:;:.;;:.::.;:.;:;;.;;:.;;. D5 -8 LM 513+00 {78.3 RP, TO LM 513+00 {110.3 RT} 1 216 -r r D5 9 LM 513 +00 (78.3 FIT) TO LM 515 +50 (77.4 FIT) 26 80 1 6,14 22 D6 1 LM 515 +50 (77.4 FIT) TO LM 518 +50 (78.0 RT) 13 110 1 6,14,22 136-2 BRIDGE DRAIN 13 D6-3 WN 18+65 TO WN 20 +02 5 D6-4 BRIDGE DRAIN 13 56-5 ENS 17+05 {168.4 LT} TO ENS 17 +17 (302.0 LT) 3'4 D6-6 X2 187 +75 (95.0 LT) TO ENS 17 +96 {57.0 LT} 12 1 8 D6-7 DETENTION POND 9,ifl D6-8 EN 24 +50 (27.0 FIT) TO EIS 19 +23 {90.0 LT} 1 2,16 D6 -9 ENS 17 +10 (40 FIT) TO ENS 17 +20 (50 LT) SKEET TOTAL 671 12 1470 14 1 12 REGION NO. STA E FED.AIDPROJ.NO. SIR Asa SN 2 DESIGNED BY J. BUOY 07/08/05 EIr iERED BY B. BASSERI 11/2$/05 10 WASH 15'B'hi ST SW TO 3 �D'! E� ST STAGS 3 SHEET CHECKED BY K. EZEOKEICE 11128/05 JOB NUMBER t61 PROD. ENGR. J. JOHNSON m REGION ADM. L. ENG € sz33,#aPI 05AO31 .....: DONTIACT >NO. STRUCTURE NOTES 861 DATE DATE REVISION BY SF�E6r4S >! GENERAL NOTES: NOTE. "CODE z d a: Lu z z ? ¢_ THE FIRST NUMBER OF THE C cr m � � w _z DESIGNATION" BELOW REFERS TO THE SHEET r� L I- d Tn I- d E ®� (n ® cn cv Q co ¢ r) NO. OR THE SHEET REFERENCE NO. SHOWING FEATURE. �" CL "' C F z z z 0 z 0 Q 0 Q n� er uj O THE DRAINAGE ? z z- z cv z �- a- O- cam O- cam O Oao I v;a F°� 0) a zCL <a� ztt ¢0 0� J THE SECOND NUMBER REFERS TO THE z z G> a° �, au u a ai 4' ® a; p O - en C3 z z :n � DRAINAGE FEATURE FOUND ON THAT SHEET. to < (n < � a - us c- z a - tai CL z - (i d z ° a.. asp _a Z ua J Z M ' z_ m U z (n Q S C) < C? z co C3 Z �� m 111 cr� to Iz� � �T ® cn-j '�- g 0j > � > 3 % � � � m � z a. � w < CC Lu < `L � w F� q d 0 Ca ,Q Q U 0 u3 I- i iu 0 to ,� uJ U 4n -i u.a U (n _i ill U (n a. L) - (n aa- U �- in 0- m I- =� L to ® Z) F aL cn � 6•- to ui � CODE LOCATION 'i A UNIT OF MEASURE > EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. 1. CONNECT TO EXISTING PIPE, LM 467 +89 (41.6 RTC TO LM 471 +95 (41.-3R T)- -- - - - -- 1,6,14,22 1,6,14,22 2. SEE OUTFALL PROTECTION DETAIL, SHEET DD3. Di -2 LM 467 +90 (75.8 FIT) TO LM 471 +93 (75.7 PIT) _ -- _ D1 -3 LM 472+00 (75.7 RT) TO LM 479 +50 (105.3 RT) 2,6,14,16,22 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION. Di 4 LM 475 +25 (42.0 LT) TO LM 477 +10 (42.4 LT) 35 - 35 2,6,14,16,22 SHEET DD6. D1-5 LM 477 +10 (7.0 LT) TO LM 483 +41 (7.0 LT) 3,4 4. SEE TYPICAL DITCH SECTION, SHEET DD3. D1 -6 LM 477 +10 (42.0 LT) TO LM 480 +60 (40.0 LT) 33 33 2,6,14,16,22 6,14,22 5. SEE UNDERDRAIN DETAIL, SHEET DD1. 52 -1 LM 480 +60 40.0 LT) TO LM 483 +50 (11.2 LT) D2 -2 S -EW 6 +00 TO S -EW 9 +00 - --..__ ....._.. - 5,18 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, SHEETS DD4 AND DD5. 5 D3 i ES 1 Q1 +50 TO E$ i Q2+40 D3 -2 LM 495+80 (41.9 LT) TO LM 499 +00 (CL) -_ 6,14,22 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. D3 -3 LM 499 +00 (CL) TO LM 501 +80 (42.0 LT) - 6,14,22 63-4 LM 501 +50 (CL) TO LM 504+00 (39.3 L T) - - -- - 6,14,22 SEE FLOW CONTROL STRUCTURE DETAILS, P. .PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 D4 -1 LM 499 +00 (CL) TO LM 499 +00 (115 RT} _ 115 2,16,19 TO DD22. 154 -2 SE 11 +30 (14.0 LT) TO SE 14 +57 (19.0 LT) - -�- - - - 3,4 1 5 9. SEE DETENTION POND DETAILS, SHEETS DD16 i0 D4 -3 EWN 9 +00 T EWN 12 +90 DD19. 24 24 6,14,22 -1 LM 500 (39.3 LT) TO LM 507 +50 (42.0 LT) D5 04+ 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. SEE UNNAMED CREEK PLAN, SHEET UCP. D5-2 LM 505 +90 (125.6 LT) TO LM 507 +60 (92.8 LT) 2,6,14,16,22 D5 -3 LM 507+60 (92.8 LT) TO LM 511 +70 (88.0 LT) - 6,14,22 D5 4 LM 504 +65 (78 RT) TO LIB 504 +65 (95 FIT) T 17 17 2,16 11. USE PIPE COLLAR STD. PLAN B -28. D5 -5 LM 504+65 (78.4 FIT) TO LM 507 +95 (110.6 RT) 36 36 2,6,14,16,22 TURN STRUCTURE 90 DEGREES TO PAVEMENT, USE 12. 6,14,22 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, D5 -6 LM 507 +79 {78.3 RT} TO LM 510 +58 (78.7 RT) - - - -- 2,6,14,16,22 AND USE BOLT DOWN GRATE, STD. PLAN B -4d. D5 -7 LM 510+58 {122.7 FIT) TO LM 513+00 (78.3 FIT) 44 44 -55----8 LM 513 +00 (78.3 RT) TO LM 513+00 (110.3 RT) 32 _ 32 - 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. 65 -9 LM 513 +00 (78.3 RT) TO LM 515 +50 (77.4 RT) - _ 6,14,22 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7, D6a1 LM 515 +50 (77.4 FIT) TO LM 518 +50 (78,0 RT) 6,14,22 D6 -2 BRIDGE DRAIN 13 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. D_6 -3 W N 18 +65 TO W N 20 +02 5 D-6 4 BRIDGE DRAIN 13 D6 -5 ENS 17 +05 (168.4 LT) TO ENS 17 +17 (302.0 LT) 3,4 56-6 X2 187 +75 (95.0 LT) TO ENS 17 ±96 (57.0 LT) 220 8 56-7 DETENTION POND - - 9,10 56-8 EN 24 +50 (27.0 RT) TO ENS 19 +23 (90.0 LT) _ 81 2,16 D6 -9 ENS 17 +10 (40 RT) TO ENS 17 +20 (50 LT) SHEET TOTAL -� 221 221 196 220 - I3E09D�I IHt3. STATE FEB. AID i�ROJ. iVO. SR 167 SN 3 - 10 WASH Aftk m a 15TH ST SW TO S 1SOTH ST STAGES SKEET DESIGNED BY J. BUOY - 67/08105 ENTERED BY BABASSEI3I 11/28/05 "HiECI4ED JOB NUMBER BY K. EZEOKEKE 11128/05 E 05AQ31 OF STRUCTURE NOTES 861 SHEETS ROJ. ERGR REGION ADM. L. ENG 01/06/06 REVISED GEN. NOTE, ADDED BID ITEM BGB CONTRACT NO. DATE REVISION BY DATE GENERAI. NOTES: NOTE; I 0- Z THE FIRST NUMBER OF THE "CODE 0 F tr 0 a. x w DESIGNATION" BELOW REFERS TO THE SHEET " tC t� CL Z a- I- (n NO. OR THE SHEET REFERENCE NO. SHOWING U) j , c��� ® O C7 uO �� THE DRAINAGE FEATURE. o¢ Q �__ iO zo Q a REFERS TO THE La.i CJ to z IL O` U I c3 CO I- �° O I- THE SECOND NUMBER O t, O Q `' < u 4J u q < O u LU �I DRAINAGE FEATURE FOUND ON THAT SHEET. I- J - a3 ';, ; ." � Lu ( di Q t3` Z h 0 '� W � � -a -j I- � Z �" IL cn � �d OO t°<��.: crZ cr 0 O �- IA. is ti X U) u r : 0 t� . m �n _7 n 0 � rn 00 U u OOcc O u a is � CODE LOCATION v UNIT OF MEANURE )�- C.Y. EACH C.Y. S.F. � C.Y. C.Y. EACH EACH EACH S.Y. S Y. BEVELED END SECTION. D1 -1 LM 467 +89 (41.6 FIT) TO LM 471 +95 (41.3 FIT) 40 4 210 20 10 500 1,6,14,22 16. SEE STD. PLAN B ?a FOR D1 -2 LM 467 +90 (75.8 RT) TO LM 471 +93 (75.7 RT) 40 4 230 20 10 490 1,6,14,22 17. SEE LAYOUT -WA,. SHEETS Wt -W14, AND BLOCKOU T D1 -3 LM 472 +00 (75.7 RT) TO LM 479 +50 (105.3 RT) 80 4 280 20 10 960 2,6,14,16,22 FOR DRAINAGE CONNECTION, SHEET WD2. 51-4 LM 475 +25 (42.0 LT) TO LM 477 +10 (42.0 LT) 20 4 80 10 10 220 2,6,14,16,22 19. SCHEDULE INSTALLATION TO AVOID POTENTIAL 51 5 LM 477 +10 (7.0 LT) TO LM 483+41 (7.0 LT) 3.4 CONFLICT WITH ITS. SEE ITS SHEETS, 51 -6 LM 477 +10 (42.0 LT) TO LM 480 +60 (40,0 LT) 30 4 190 20 10 420 2,6,14,16,22 D2 -1 LM 480 +60 413.0 LT) TO LM 483 +50 (11.2 LT) 30 4 110 10 10 1 330 6,14,22 t9. SCHEDULE INSTALLATION I O AVOID POTENTIAL D2-2 S -EW 6 +00 TO S -EW 9 +00 60 ? >> 500 5,18 CONFLICT WITH ELECTRICAL WORTS. SEE ILLUMINATION SHEETS. 63 -i ES 101 +50 TO ES 102+40 20 G::1 180 5 20. USE BOLT DOWN GRATE, STD. PLAN B -4d. D3-2 LM 495 +80 (41.9 LT) TO LM 499 +00 (CL) 30 4 100 10 10 1 340 6,14,22 133-3 LM 499 +00 (CL) TO LM 501 +80 (42.0 LT) 20 4 90 10 10 1 300 6,14,22 21, USE BOLT DOWN SOLID FETAL COVER AND FRAME. 63 -4 LM 501 +50 (CL) TO LM 504 +00 (39.3 LT) 20 4 90 10 10 270 6,14,22 SEE STD. PLAN B-2. D4-1 LM 499 +00 (CL) TO LM 499 +00 (115 RT) 20 2,16,19 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS D4 -2 SE 11 +30 (14:0 LT) TO SE 14 +57 (19.0 LT) 3,4 ARE PER DETAIL SHEETS DD7, AND DD9 TO DD11. D4-3 EWN 9 +00 T EWN 12 +90 110 ri.' 1020 1,5 23. SEE SHEETS DV1 -DV9 FOR VAULT DETAILS, D5-1 LM 504 +00 (39,3 LT) TO LM 507 +50 (42.0 LT) 30 4 140 20 10 420 6,14,22 SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL D5 -2 LM 505 +90 (125.6 LT) TO LM 507 +60 (92.8 LT) 20 4 70 10 10 1 190 2,6,14,16,22 QUANTITIES. 55-3 LM 507 +60 (92.8 LT) TO LM 511 +70 (88.0 LT) 40 4 210 20 10 1 490 6,14,22 D5-4 LM 504 +65 (78 FIT) TO LM 504 +65 (95 FIT) 20 2,16 •° SEE WETLAND MITIGATION GRADING PLAN FOR D5 -5 LM 504+65 (78.4 FIT) TO LM 507+95 (110.6 FIT) 30 4 180 20 20 380 2,6,14,16,22 ADDITIONAL QUANTITIES. --6-----] "' PAVEMENT MARKING FOR -5-5--6 LaA 507 +79 {78.3 RT) TO LM 510 +58 {78.7 FIT) 30 4 130 10 10 340 SEE QUANTI T Y TABULATION - D5-7 LM 510 +58 (122.7 FIT) TO LM 513+00 (78.3 RT) 20 4 300 30 40 290 2,6,14,16,22 ADDITIONAL QUANTITIES. D5 -8 LM 513+00 (78.3 RT) TO LM 513+00 (110.3 FIT) 30 2,16 D5 -9 LM 513 +00 (78.3 RT) TO LM 515 +50 (77.4 FIT) 20 4 140 10 10 300 6,14,22 136-1 LM 515 +50 (77.4 FIT) TO LM 519 +50 (78.0 RT) 30 4 200 20 20 360 6,14,22 D6-2 IBRIDGE DRAIN 40 13 D6 -3 JWN 18 +65 TO WN 20+02 20 220 5 D6-4 IBRIDGE DRAIN 40 13 D6 -5 ENS 17+05 (168.4 LT) TO ENS 17 +17 {302.0 LT} 3,4 D6-6 X2187 +75 (95.0 LT) TO ENS 17 +96 (57.0 LT) 10 8 66 -7 DETENTION POND 4330 9,10 D6-8 EN 24+50 (27.0 RT) TO ENS 19 +23 (90.0 LT) 20 2,16 D6 9 ENS 17 +10 (40 RT) TO ENS 17 +20 (50 LT) 1 SHEET TOTAL 530 68 3060 270 � . 1 5 10930 2000 REGION NO. STATE FED. A D PR J. NO. SR 167 SN 4 DESIGNED BY J. BUOY 07108/05 10 WASH 1 STH ST SW TO S I BOTH ST EI+ITERED BY B. BASSERI 11128/05 Wngt STAGE 3 SHEET _n CHECKED BY IC. EZEOKEKE 11/28/05 0 11, _ ...gin tt Cs . Fa�� 3?"' -r -.S: �t0? ...... ;:':: JOB NUMBER V mwd of am tatB� 196 PROD. ENGR. J. JOHNSON 01/06/06 REVD, GEN. NOTES; CROSS REF'D ITEMS 05AO31 OF REGION ADM. L. ENG REVISED CITY'S, TOTAL BGB CONTRACT NO. STRUCTURE NOTES 861 I DATE MATE REVISION BY SHEETS s • GENERAL NOTES: NOTE: I ec THE FIRST NUMBER OF THE "COP DESIGNATION' BELOW REFERS TO THE SHEET cox NO. OR THE S IEET REFERENCE NO. SHOWING CO z z � � � uj < r� »> `�' � � �w THE DRAINAGE FEATURE. z 0 q z > Q Z a. Z co cC THE SECOND NUMBER REFERS TO THE 0 W � Lu DRAINAGE FEATURE FOUND ON THAT SHEET. 0 cc z� x x co s fn C z >< >s ?;> z Lu cr p z m O uj < Z Z uj CODE LOCATION V k UNIT OF MEASURE v EACH ' C.Y. C.y. S.Y. EACH EACH TON L.F. L.F. L.F. . CONNECT TO EXISTING PIPE. :. 3 2,16 D7 1 LM 527 +00 (233.0 RT) TO LM 529 +00 (151.0 R ;) 2. SEE OUTFALL PROTECTION DET AiL, SHEET DD3. D7 -2 LM 529+00 (151.0 RT) TO LM 582 +00 (121.0 FIT) D7 -3 LM 532+00 (121.0 RT) TO LM 535 +00 (110.0 RT) 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, D7-4 LM 531 +90 (76.4 LT) TO LM 538 +21 (101.2 LT) 3 611 2,6,14,16,22 SHEET DD6. -b7 -5 NW 26 +50 (14.5 L T) TO NW 35 +30 (15.8 LT} - 872 1,6,14,22 4. SEE TYPICAL DITCH SECTION, SHEET DD3, D7 -6 NW 35 +30 (15.8 LT) TO NW 38 +09.46 (LT) 3 279 2,6,14, 16,22 5. SEE UNDERDRAIN DETAIL, SHEET DD1. 57 -7 NW 26+80 (10 RT) TO NW 26 +85 (80 LT) 1 -- I 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, D7 -8 NW 30 +85 (10 FIT) TO NW 30 +90 (80 LT) 1 SHEETS D04 AND DDS. D7 -9 NW 33 +85 (10 FIT) TO NW 33 +85 (80 LT) 1 t l3 N (.....' 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. D8 9 LM 546 +84 (102.7 PIT) TO LM 549 +59 (97.2 RT) 258 6 ,14,22 D8 -2 LM -549+54(97.2 FIT) TO LM 549 +59 (125.5 FIT) 3 2,16 8. SEE FLOW CONTROL STRUCTURE DETAILS, SHEETS DD20 - PROTECTION, AND PROFILE INFORMAITON. 58 -3 LM 549 +59 (97.2 RT) TO LM 554 +60 (88.5 FIT) 481 6,14,22 TO DD22. D8-4 LM 546+40 (103.5 LT} TO LM 552 +50 (88.5 LT) - - 593 6,14,22 9. SEE DETENTION POND DETAILS, SHEETS DD16 TO D8 -5 LM 552 +50 (88.5 LT) TO LM 552 +50 (117.3 LT) 3 141 6 ,16 DD19. D8 -6 I..M 552 -f•50 (8.5 LT) TO LM 554-a 10 (8.3 LT) 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS, D8-7 LM 554 +10 (90.0 LT) TO LM 560 +15 (112.0 LT) - 3 594 2,6,14,16,22 SEE UNNAMED CREEK PLAN, SHEET UCP. D8-8 LM 554 +87 (27.9 RT) TO LM 556+46 (CL) 134 6,14,22 D9 -1 LM 562 +70 (88.6 LT) TO LM 565 +90 (112.7 LT) 3 300 6,14,22 11. USE PIPE COLLAR STD. PLAN B -28. D9 -2 LM 566 +90 (87.8 LT) TO LM 572 +80 (88.0 LT) 573 6,14,22 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE - -- - 986 T 6,14,22 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2 D9 -3 LM 565 +00 (CL) T O LM 567 +00 (22.8 FIT) -567+00(22.8 646 6,14 22 E T �T6` 6TD N D9 4 LM RT) TO L1573 +50 {CL) __.... _ . .. ....... ........ D9 -5 LM 556+46 (CL) TO LM 558+60 (24.0 FIT) 9$8 6,14;22 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D9 -6 LM -559+92(23.3 FIT) TO LM 565 +00 (CL)_ 485 6,14,22 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. D10 1 Lei 572 +80 (88.0 LT) TO LM 572+80 (117.7 LT) 3 261 2,96 22 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. D90 -2 LM 572 +80 (88.0 LT) TO LM 575 +20 (110x0 LT) 590-3 LM 573 +50 (CL) TO LM 576 +10 (23.5 RT) 231 6,14,22 LM 577 +90 (27.0 FIT) TO LM 580+95 (CL) 281 2,6,14,22 rD10-4 LM 578 +79 (112. 9 L) TO LM 581 +00 (87.5 LT) 3 204 2,6,14,16,22 L 5581 (87.5 LT) TO LM 583+66 (114.3 LT) 3 265 2,6,14,95,22 LM 580 +95 (CL) TO LM 583+15 (24.0 RT) 206 6,14,22 D11 -4 AR2 8 +95 (32.9 FIT) TO AR2 11 +34 (143 FIT) 3 225 6,14,16,22 SHEET TOTAL :`. 5 :.;:;:::^ 33 8006 REGION NO. STATE F D. PRtDJ. NC3. SR 963 SN 5 DESIGNE® BY J. BUOY 07/08/05 10 WASH 15TH ST SW TO S 180TH ST ENTERED BY B. BASSERI 11/28/05 rIaPrset�Y STAGE 3 SHEET CHECKED BY K. EZEOKEKE 11/28/05 JC3B NI.IA BER OF OF RROJ. ENGR. J, JOHNSON £))IK ' IsVI:3#1�61 i�t £ I 11� ....v .. .... .. .- •--:�. 05AO31 STRUCTURE NOTES 861 ENG t �0 � l a€la ??� ,�I €J �:. C�3NTRAC€ NO. SHEETS n!�L. DATE DATE REVISION BY GENERAL NOTES: z z z Z NOTE: ( 04 Q THE FIRST NUMBER OF THE "CODE a. � � DESIGNATION" BELOW REFERS TO THE SHEET III a � � � �_ � NO. OR THE SHEET REFERENCE NO, SHOWING �_ Lu ui a crs w _ L ui THE DRAINAGE. FEATURE. -4 � '� U U U U x x sp? z �S z z Q THE SECOND NUMBER REFERS TO THE a a a a - n DRAINAGE FEATURE FOUND ON THAT SHEET. Lu � ua -1 UJI -1 >- } O , � L � ca co Lu z I a uu C U< U) C t3< cri C U< co C U5 (n C U w U uj to -i L) cc U U ( LOCATION -f I € NIT OF MEASURE : L.F. L.F. L.F. L.F. L.F. C.Y. C.Y. EACH EACH EACH EACH 1 EACH 2,16 .1 EF TF r ills# $ �i� 1 . # a T KS I?d Ft x e rD7-1 LIVI 527 +00 (233. 4 FIT) TO LM 529 +00 (151.0 RT) LIVI 529 +00 (151.0 FIT) TO LM 532 +00 (1210 FIT) SEE LAYOUT-WALL SHEETS S'� 1 AND BLOCKOUT LM 532 +00 {121.0 FIT} TO LM 535 +00 (110.0 RT) _ 1 ET W FOR DRAINAGE CONNECTION, SHEET �D2. FOR D7-4 LM 531 +90 (76.4 LT) TO LM 538 +21 (101.2 LT) 42 - - 210 2 2,6,14,16,22 -� 1.F;,SCHEE..... .NS TO f [3a 5 N -26+50 (14.5 LT) TO N 35 +30115.$ LT) 53 250 air 1,6,04 22 8t s� 16,. ........ . D7-6 4W 35 +30 (15.8 LT) TO NW 38 +09.46 (LT) 21 e � 60 1 2,6,14,16,22 INSTALLATION TO AVOID POTENTIAL D? 7 I'll 26 +80 (10 RT) TO NW 26 +85 {$0 LT) 19. SCHEDULE CONFLICT WITH ELECTRECAL WORK. SEE ILLUMINATION - SHEETS. D7-8 NW 30 +85 (10 RT) TO NW 30 +90 {SO LT) I 7- N +$5 10 FIT) TO N11ti 33 +85 $0 _T ::::::: i?£ ;�''R . . z. �'Ir :B�s� >; "` >'> .:: .. ..... .... . - ..:.. <:f J.. R%".L ....................... :::::: >< ?::: >' >< > ?:::::::: >: :::::1:;:::::::1::;::1::::11::: ::;::.....,.::: ;:>..:.: >::;.:;. . ._ 4 1 2.7 R TO LM 549+59 97.2 FIT` D8 1 LM 546+8 { C7 T) { 26 110 1 6,14,22 Sri- A(; >£3>F> z€s %: D8 -2 LM 549+54 (97.2 RT) TO LM 549 +59 (125.5 FIT) 1 2,16 sj. . ............. 08 -3 LM 549 +59 (97.2 RT) TO LM 554 +60 (88.5 RT) 38 180 2 6,14,22 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS D8 -4 LM 546 +40 (103.5 LT) TO LM 552 +50 (88.5 LT) 36 240 2 5,14,22 ARE PER 17ETAIL SHEETS C?D 7, A.tD DD.9 TO D.D11 . D8-5 LM 552 +50 (88.5 LT) TO LM 552 +50 {117.3 LT) a 1 2,16 .... ; ; . S! II I F X18 #3Rsi f 6 T - M -552+50(8.5 _T TO Leh 554 +1 O $.3 L 2. 80 1 6,14,22^ > ::::; :: >:: >:;;:::: >:::;: >:;;;;;:::;; ; ; :;..:;::::::: :; ::...............:: >:;:;< AT ... - D8-7 LM 554 +10 (90.0 LT) TO LM 560 +15 (112.0 L2) 50 - _ 210 2 2 11:: ......::::::::::::::::::::: : 6 14 2 . >: ?:: »:! » >:: »1 »»::1:: , ,16,2 ........... + CL . +87 27. FIT) TO LM 556 46 D$ -8 LM 554. { 9 ( � - 1 9 30 1 6 1422 c: ;::::>::::;:<::;:>::::>:::>::<:: >::: >::: >:::: >:;:: >:: >'::: >:::: "::::1:11.::1' ; .;..... ;:::::.:::::. ::::::.:..... - - T M 565+90 112.7 L D9 1 LM X62 +70 (88.6 LT) O L ( Ti 36 90 1 s 6,14,22 u: 1;:1:;: »::arE i d & #fik:l T {L AT t .: 3£� �'sA.... :3" s .....:: >;::;::: >:<:;:::: : :...:..::.:.....;. : >......... .............::............ ......:.:::::;:......:::. 09 -2 LM 566 +90 87.8 L. TO LM 572 +80 88.0 LT) ( } { 38 _ 120 2 6,1 ;;: ;::::::::::::::::::::::::::::. 70 1 6,14,22 09 -3 LM 565 +00 (CL) TO LM 567 +00 (22.8 RT) 31 6,14,22 .:......:......... �€�: 4 1st £a"#'��::::::;: >:: >' >:;: >:::: »>::::> :: ::::.....:.::::::::.:::::::::.. T 7 +° CL €9 4 LM 567 +OO 22.8 R TO LII� 5 3 a4 ( } { } 4 260 2 D9 -5 LM 556+46 (CL) TO LM 558 +60 (24.0 SIT) 33 80 1 6 1 A 22 1. 09 -6 LM 559 +92 {23.3 RT) TO LM 565 +00 (CL) 44 370 2 6,14,22 010 -1 LM 572 +SO (88.0 LT) TO LM 572 +80 (117.7 LT) 1 2,16 010-2 LM 572+80 (88.0 LT) TO LM 575 +20 (110.0 LT) 26 30 22 D10-3 LM 573 +50 (CL) TO LM 576+10 (23.5 FIT) 38 110 1 6,14,22 D10-4 LM 577 +90 (27.0 RT) TO LM 580 +95 (CL) 37 120 216,14,22 611 -1 LM 578 +79 (112.9 L) TO LM 581 +00 (87.5 LT) 37 110 1 2,6,14,16,22 D11 -2 LM 581+40 (87.5 LT) TO LM 583+66 (114.3 LT) 37 110 1 2;6,14,16,22 011 -3 LM 580+95 (CL) TO LM 583+15 (24,0 FIT) 38 80 1 6,14,22 D11 -4 AR2 8 +95 (32.9 FIT) TO AR2 11 +34 (14.3 FIT) 27 30 6,14,16,22 SHEET `FOTA�L 781 1120 1830 28 3 4 ( - REGION NO. STATE FED. �a1�9 IROJ. NO. SR 167 SN 6 DESIGNED BY J. BUOY 07/08/05 10 WASH AtShA 1 STH ST SW TO S I SOTH ST ENTERED SY B. BASSERI 11128/05 s STAGE 3 SHEET I�HECI£EO BY K. EZEOKEKE 11/28/05 JOB NUMBER mp.....d of Trarmportation 198 PROI, ENGR. J. JOHNSON �l�> s AI�OE�� I��€i3> �� 1 05AO31 OF IRE+CItP�I ADM. L. ENG18v Ob}ITIaACT del STRUCTURE NOTES 861 DATE DATE REVISION 6Y SHEETS S - GENERAL NOTES: NOTE: "CODE Z er cc THE FIE°tS`E NUMBER OF THE 8 � � � O d O a ®� � � L! � (n ,s Y w < DESIGNATION" BELOW REFERS T O THE SHEET E LU � p co Cg cn _ d < Lu NO. OR THE SHEET REFERENCE NO. SHOWING tas s CL v 0 �j 0 �_ 2 O 2 O �1 t3 w er O THE DRAINAGE FEATURE. 0- 0� 0c� 0OD e r � W T �B qtt �C3 THE SECOND NUMBER REFERS TO THE ? z O k "� fl �% DRAINAGE FEATURE FOUND ON THAT SHEET. cn ¢ m U7 �2 to U 49 � - CL � � ° cu m cu- EsJ - � st! -, Z 00 L < `z � cJ tEJ Lu CC u) Q en u (n 0 (n ow U) CL cn a. L.F. LL U) L.F. u- (n L.F. L.F. CODE LOCATION ,f UNIT OF MEASURE > EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. 1. CONNECT TO EXISTING PIPE, 1t#d26hc7i 200 2,16 D7-1 LM 527 +00 (233.0 RT) TO LM 529 +00 (151.0 RT) 2110 2. SEE OUTFACE PROTECTION DETAIL, SHEET ®1�3. D7-2 LM 529+00 (151.0 FIT) TO LM 532 +00 (121.0 FIT) 300 300 57 -3 LM 532 +44 �__ (121.4 RT) TO LM 535+04 (110.0 RT) 300 300 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, D7 4 -EM-9-3i +90 (76.4 LT) TO LM 538 +21 (1012 LT) 2,6,14,16,22 SHEET DD6. D7 -5 NW 26 +50 (14.5 LT) TO NW 35 + +30 (15.8 LT) 1,6,14,22 4. SEE iYPiCAL DITCH SECTION, SHEET a31�3. D7 -6 M1t4 35 +30 (15.8 LT) TO NW 38 +09.46 (LT) 2,6,14,16,22 5. SEE UNDERDRAIN DETAIL, SHEET DD1. D7 -7 NW 26 +$0 (10 RT) TO NW 26 +$5 (80 LT) 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, __ D7 -8 N-W 30+$5 (10 RT) TO NW 30 +90 (80 LT) SHEETS DD4 AND DD5. D7-9' NW 33 +85 (10 FIT) TO NW 33+85 (80',T) ... 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2, D$ -1 LM 546+84 (102.7 RT) TO LM 549+59 (97.2 RT) 6'14'22 ?$ 2 LM 549 +54 (97.2 ­RT) LM 549 +59 (125.5 FIT) - -- 28 28 2,16 8. SEE FLOW CONTROL STRUCTURE DETAILS, SHEETS D020 - -- PROTECTION, AND PROFILE INFORMAITON, D$ 3 LM 549 +59 (97.2 FIT) TO LM 554 +60 (88.5 FIT) 6,14,22 TO DD22, D8-4 LM 546+40 (103.5 LT) TO LM 552 +50 (86.5 LT) 6,1 4,22 2,16 .SEE DETENTION POND DETAILS, SHEETS DD16 T O D$ -5 LM 552 +50 ($8.5 LT) TO LM 552 +50 (117.3 LT) 31 31 6,14,22 DD19. DB-6 LM 552 +50 (8.5 LT) TO LM 554+10 (8.3 LT) - - 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. - 038-7 -CM-5-54+ -10 (80.4 LT} TO LPv1560 +15 (112.0 - - L-T} 2,6,14,16,22 SEE UNNAMED CREEK PLAN, SHEET UCP. D$-$ LM 554 +8? (2?.9 RT) TO LM 556 +46 (CL) 6,14,22 D9 -1 LM 562 +70 (88.6 LT) TO LM 565 +90 (112.7 LT) _ 6,14,22 11. USE PIPE COLLAR STD. PLAN B -28. D9 -2 LM 566 +90 (87.8 LT) TO LM 572 +80 (88.0 LT) 6,14,22 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE - - - 6,14,22 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2 D9 3 LM 565 +00 {CL} TO LM 567 +00 (22.8 RT} -- 6,14,22 } STR D9-4 LM 567 +00 (22.8 RT) TO Lip 573 +50 (CL} _._. _ D9°5 LM 556 +46 (CL) TO LM 558 +60 (24.0 FIT) 6,14,22 13, SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D9 -6 LM 559 +92 (23.3 FIT) TO LM 565 +00 (CL) 6,14,22 14, SEE CLEANOUT STRUCTURE DETAIL, SHEET OD7. D10-1 LM 572 +$0 {88.0 LT} TO LM 572+$4 (117.7 LT) 40 40 2,16 22 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23, D10-2 LM 572+80 (88.0 LT) TO Lit 575 +20 (110.0 LT) 510 3 LM 573+50 (CL) TO LM 576 +10 (23.5 FIT) 6,14,22 D10- -4 LM 577 +90 (27.0 RT) TO LM 580+95 (CL) 2,6,14,22 Di1 -1 LM -578+79(112.9 L) TO LM 581 +00 (87.5 LT) 2,6,14,16,22 D11 2 LM 581+00 (87.5 LT) TO LM 583 +66 (114.3 LT) 2,6,14,16,22 -D11-3 LM 580 +95 (CL) TO LM 583 +15 (24.0 FIT) - 6,14,22 D11-4 AR2 8 +95 (32..9 RT) TO AR2 11 +34 (14.3 FIT) 6,14,16,22 SHEET TOTAL 899 300 99 500 REGION NO. ANTE F'ED. AED P m. NO, SR 167 SN 7 DESIGNED BY J. BUOY 07908/05 10 WASH 15TH ST SW TO S 180TH ST ENTERED BY B. I3ASSERI 11/28805 ' STAGE S SKEET CHIECKED BY K. ffZEOKEKE 11/28/05 ,906 MUMMER -+tame � Tr car# 199 OF F%FBEi�t. ENOR. J. JOIIIbSOI�i 0669 � AkP 3lGtiJLJkY�'7f7 ..V 05A031 STRUCTURE NOTES 861 I$EialON ADM. L. ENG N. A3}A:BIII I6( CONTRACT NAB. SHEETS DATE De4TE REVISION BY ...:..:. .. GENERAL NOTES: Lu ...... > < NOTE: Lv EL . LLI O -j .... : >:::: >:::: >:::: >:::'. rw H DE THE F:RSi NUMBER OFT c CO a LL �C DESIGNATION" BELOW REFERS TO THE SHEET � � » I1 z tom:::: >:::: >:::: >:::: >::> cr CIO. OR THE SHEET REFERENCE CIO. SaiOt�6i�G � � , < a) ^'. ' .< ><:. >> : � � Lu � � � THE DRAINAGE FEATURE, _J �° 0 0 z TI� SECOND REFERS TO THE S _ ppg x .L c1 �} u 0 os �` 0 7 h 'y ::. ...6.S..... cc i E q- y� FAO OIL THAT SHEET. Q DRAINAGE FEAs IJRE FOUND I z � PR m V ttt 1J 1 r, ..J ::: uj / co dd _ ef�Pi i ( a- x to Z Lu 4 Ct9 G' try A! { N d3 LL 0 (07 0 LL � CODE v 6 UNIT OF MEASURE C.Y. EACH C.Y. S.F. C.Y. C.Y. EACH EACH EACH S.Y. S Y. $¢LOCATION •�'7, "ik3" .'Fb ;.,.::fi'...•..,.?,..:.�ii,. .. .i'` D7 -1 LM 527 +00 (233.0 RT) I O LM 529 +00 (151.0 RT) 150 260 iii_i.':::LL :`:: - 2>16 ,4+�.p 3y�y y5(t ;p+5pz .S. +J.... . .t : s�5 ; . ................. D7 -2 LM 529 +00 051.0 RT) TO LM 5,32 +00 (121.0 FIT) s 250 450 _ __......_.. � 1 7. SEE LAe°0€1T= v�FALL SF�EETv iiV3 -W i4; AND BLOCKfJL1T D7 -3 LM 532 +00 (121.0 RT) TO LM 535 +00 (110.0 FIT) 230 600 FOR DRAINAGE CONNECTION, SHEET WD2. _._.__. + t37 -4 LM 581 +90 (76.4 LT) i i3 Ltr1538 +21 (• 01.2 LT} 60 4 30 20 780 2,6,14,16,22 ?TIQN T AYQjD POTENTIAL ... ; �- D7 5 NW 26 +50 (14.6 LT) TO N W 35 +30 (15.8 LT) 80 4 440 40 20 1120 - - 1,6,14 22 MI: .......... .... -- €37 -6 N 35 +30 (15.8 LT) TO IOW 38 +09.46 (LT) 30 4 110 10 10 350 2,6,14,16,22 D7 -7 NW 26 +80 (10 FIT) TO NW 26+85 (80 LT) 1 - i9. SCHEDULE INSTALLATION TO WORK. S ILLUMINATION CONFLICT WITH ELECTRICAL WORK. SEE lLLiiM6NATION -- -30+8w -(l - -- - 1 SHEETS. 1)7--8- AJW 0 PT) TO NtM1i 30 +90 ($0 LT) .... D7 -9 NW 33 +85 (10 FIT) TO NW 33 +85 (80 LT) _ - :._ 1 - I€SF M � 1. 3i' P3 I i . >�O t s I I s1 m - ;. .. ..:. '.: 11 .. <. ........ ... .. ";:: :':..w ::::;; M..... ... 15$ 1 LM 546 +84 (102.7 RT) TO LM 549 +59 (97.2 ITT) 30 4 190 10 10 330 6, 1.22 $ AMP" ? £st:E)k Y '£:Ai. _ O8 2 LM 549 +�4 (97.2 FIT) TO LIiA 549x59 k1�'S.5 FIT) ._._ ..�.,> »: >. �'�0...... �__..:.._ G 2 6 1A.# `�.1� £i ... .. .... ............. .. . - 08 -3 LM 549 +59 (97.2 RT) TO LM 554 +60 (68.5 RT) 50 4 300 20 10 620 6,14,22 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS ©$ -4 LM -546+40(103.5 LT) TO LM 552 +50 (88.5 LT) 60 4 430 30 20 610 6,14,22 ARE PER DETAIL SHEETS DD7, AND DD9 TO DD11 -'5 LM 552+ 0 88.5 LT TO LM 552 +50'1 17.3 LT 18 5 ( ) ) M'.:. :: T; . :. e 2,16 Emil mms.: x } -b78--6 LM 552 +5 8 - ; ro T T L� +10 8.3 �T, 0 .5 � O '�2 554 60 . 130 . 10 10 1 $C 61422 ' £is (4T Y'T> ri'6 I3ist bi°#k1.#.4I s£ �{i' #Sif - 18 7 LM 554 +1 LT) TO LFy3 560 +15 (112.0 LT) -0(9-0,0 -- 60 4 380 30 20 u_ 40 2,6,14,16,22:.* tfs & € fi cxi : ':;::: ; :::::::::::::: ':; : c. ; .... ... .... ' ' . -- M +4 CL R O L 56 6 D8-8 LM +727.9 TT 5 f ) ( ) 20 4 Y 60 10 1 0 1 170 6 14 22 ... - - -- C19 i LM 562 +7 0 (88.6 LT) TO Li49 565 +90 (112.7 LT) 30 4 140 10 10 3$0 6,1422 s s Y�ta ; i °E£ ..:�I . ` . :.. . - -- 19 -2 LM566+90 87.8 LT TO LM 572 +80 88.0 LT` ( ) ( 60 4 ^ 240 30 20 730 6,14 22 y� {���q �py,� 13I#�ZISti�si O#Js Yffii 6 - + Cl_ T O LM 567 +00 22.8 R-T 09 3 LM 565 04 ( ) ( ) 20 4 130 10 10 1 240 6,14,22 '`x":£££14 S l'# # #?i£di3tEi 1Y# #E£ .. £ M 73 +50 CL' -N9-4 LM -567+00 22.8 RT TO L 5 4 ) 4 30 20 1 1 80 - 61422 •::;;;.;::.;:.;:.;:::.;:.;:;:;:.;::::.;•.;;•::.;.;::.;.;::::.;.;:.;:.;:.;:.;:.;:.;:.;:::.;;::.;:.::.:::. L 9 -5 LM 556+46 (CL) TO LM 558 +60 (24.0 RT) 20 4 120 10 10 JE 1 240 61422 LM 559 •92 (23.3 FIT) TO LM 565 +00 (CL) 50 4 590 40 40 1 620 6,14,22 LM 572 +$0 ($8.0 L I') TO LM 572 +80 (117.7 L # 450 2 >16 Lta� 572 +80 (88.0 LT) TO LM 575 +20 (11£1.0 LT) 30 4 80 10 10 280 22 LM 673 +50 (CL) TO LM 576 +10 (23.5 FIT) 20 4 190 10 10 1 300 6,14,2 [D10-4 L 577 +90 (27.0 FIT) TO LM 580 +95 (CL) 30 4 210 20 10 1 360 2,6,14,22 LM 578 +79 (1112.9 L) TO LM 581+00 (87.5 LT) 20 4 200 20 30 260 2,6,14,16,22 LM 581 +00 (_87.5 LT) TO LM 583+66 (114.3 LT) 30 4 160 10 10 320 2,6,14,16,22 LM 580+95 (CL) TO LM 583 +15 (24.O RT) 20 4 150 10 10 1 260 6,14,22 AR2 -8+95(32.9 RT) TO AR2 11 +34 (14.3 RT) 20 4 90 10 20 290 6,14,16,22 340 ? 8 9990 SKEET TOTAL $60 88 :> 1310 410 REGION NO. STATE FED. AID SR 167 SN 8 � AMW Washbigtori State Department of Transpcwtation 15TH ST SW TO S 'I BOTH ST STAGE 3 SHEET 200 DESIGNED BY J. B OY 07/0$/05 10 WASH ENTERED BY B. BASSERI 11/28/05 CHECKED BY IC. EZEOKEKE 19/28/05 ��� .; s� 3 �� �4��s. €3� III SOS NUMBER PROD. ENGR. J. JOHNSON 05A031 OF STRUCTURE i�iOTES 861 SHEETS IiEG108N ADM. L. ENG € �I� € .iii '$3'€"I'EI s � :... CONTFiAC7 III?. L DATE DATE REVISION BY -------- ------ GENERAL NOTES: NOTE: < Q ¢ THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET cc NO. OR THE SHEET REFERENCE NO. SHOWING 0 z Lu c _- 10 00 < uj THE DRAINAGE FEATURE. Q 0 a- a cc > THE SECOND NUMBER REFERS TO THE L ¢ < ! - DRAINAGE FEATURE FOUND ON THAT SHEET. Z � X Z Z U LF 0 �E Lu cc a Z Z � LLu Lu cc o C1 0 m 0 (D 1 0 Q 0 (n CODE LOCATION ',y, \ UNIT OF MEASURE d EACH C.Y. C.Y. S.Y. EACH EACH TON L.F. L.F. L.F. 2,16 1. CONNECT TO EXISTING PIPE. D11-5 AR2 11 +34 (14.3 FIT) TO AR2 11 ±34 (60.5 FIT) -- 3 _ 250 6,14,22 _D11 -6 AR2 11 +34 (14.3 FIT) TO AR2 14 +10 (14.6 RT) ?SEE C3UTFAi_L PROTECTION DETAIL, SHEET DD3. D12 1 AL2 6 +00 (30.0 LT) TO AL2 6 +00 (77'.0 LT) 3 612 -2 AL2 6 +50 (94.0 FIT) TO AL2 6 +50 (105.5 LT) 3. SEE BITCH SCHEDULE FOR PROFILE INFORMATION, SHEET DD6. D12 -3 AL2 6 +60 (12.5 LT) TO AL2 6 +60 (107.0 LT) 1 _ 4. SEE TYPICAL DITCH SECTION, SHEET DD3. D12-4 LM 596 +79 (116.5 LT) TO LM 599 +75 (94.3 LT) 10 - 3,4 5. SEE Ui�DERDRAIN DETAIL, SHEET DD3. D12 -5 DR2 11 +26 (13.0 FIT) TO DR2 11 +26 (94.0 RT) 1 2,7,16 D12-6 DR2 11+40 (28.0 FIT) TO DR2 11+40 (89.5 RT) 3 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, - �- g'1° SHEETS DD4 AND DD5. 612 -7 DETENTION POND 2350 1180 1,8 D12 -8 L-2 e4 +20 (75.0 FIT) 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 613 -1 AL1 12 +71 (24.0 LT) TO ALi 12 +71 (57.0 LT) 1 D13 -2 DR1 18+25 (28.0 FIT) TO DR1 18 +50 (28.0 FIT) 8. SEE FLOW CONTROL STRUCTURE DETAILS, DD20 PROTECTION, AND PROFILE INFORMAITON; SHEETS D13-3 DR1 18+50 (28.0 FIT) TO DR1 18 +50 (46.0 FIT) 3 2,16 TO DD22. D13-4 DR1 18 +50 (28.0 FIT) TO DR1 18 +75 (28.0 RT) -- -- - 9. SEE DETENTION POND DETAILS, SHEETS DD16 TO D14 -1 L 777 +14 (54.0 LT) TO L 777 +14 (85.0 LT) 1 - DD19. D14 -2 L 777 +50 (57.5 LT) TO L 780 +50 (63.9 LT) 1 - 12 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. 514 -3 L 780 +50 (63.9 LT) TO L 783 +50 (70.0 LT) - 1 12 SEE UNNAMED CREEK PLAN, SHEET UCP. D14 -4 L 780+89 (53.0 LT) TO L 780+89 (85.0 LT) - 515 -1 L 783 +50 (70.0 LT) TO L 786 +50 (76.5 LT) _1 1 12 11. USE PIPE COLLAR STD, PLAN B-28. D 15 -2 L 785+00 (57.0 LT) 1 -- - 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE 12 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, 615-3 L 786 +50 (76.5 LT) TO L 789 +50 (85.41 1 12 AND USE BOLT DOWN GRATE, STD. PLAN B 4d. 615-4 L 789 +50 (85.4 LT) TO L 780 +00 (86.0 LT) 1 D15 -5 L 790 +00 (86.0 LT) 12 11 SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. 515-6 L 790 +00 (86.0 L 790 +50 (86.4 LT) 1 14. SEE CLEANOUT STRUCTURE DETAIL SHEET DD7. 615 -7 D15 8 AL2 92 +79 (LT) L 790 +50 (86.4 LT) TO AL2 93+00 (29.5 LT) 1 _ 1 12 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. D16 -1 AL2 97 +00 (39 LT) TO AL2 99 +00 (39 LT) D16 -2 AL2 97 +28 (21.3 LT) 1 616-3 AL2 99+00 (39 LT) 1 616-4 A4+C3 m .. Y: .. .3..,. _,�. �z.::� 1,8 D16 -5 DR2 1 +97 {RT & LT) D16 -6 DR2 3 +55 (29.0 RT) TO DR2 3 +55 (44.2 LT) 3 2,16 SKEET TOTAL 8 2350 10 1180 7': >:::; 15 250 REGION ND. STATE FED. AID PRt3Jo NO, SR 167 SN 9 DESIGNED BY J. BUOY 07/08/05 10 WASH 15TH ST SW TO S 1 BOTH ST ENTERED BY B. BASSERI 11/28/05 on TIAOF Department of Transportation STAGE 3 SHEET CHECKED BY K. EZEOKEKE 11/28/05 JOB NUMBER OF FROJ. EN R. J. J7HNSON 05AO31 STRUCTURE NOTES 861 REGION ADM. L. ENG 01106/06 DEUADDED M ITEMS; REVISED OEN, NOTES BGB CONTRACT NE9. SHEETS Dd4TE DATE REVISION By GENERAL NOTES: z z NOTE: cu am !t c> `u Z � THE FIRST NUMBER OF THE 'CODE Lu DESIGNATION" BELOW REFERS TO THE SHEET � 0 � 0- � � , w _ � � - � NO. OR THE SHEET REFERENCE N®. SHOWING �_ � � � � � � LU L � ¢ I i- Lai CD Lea LLa � THE DRAINAGE FEATURE. � � >� n � � � � a: � � � � a. Ci iJ b � C D C3 X X Z 0 z Z THE SECOND NUMBER REFERS TO THE �' � � $ � � m � � rn _j ua en � DRAINAGE FEATURE FOUND ON THAT SHEET, � � J �� � � s � O � � LL � m z C3 C3 Lu @ � 0 � �3 w > Lu < Ls� �y C3 �3 Laa Ir U� 0) C! ca¢ cl) 0 v?a td3 ® cn Q v LL! LL1 LOCATION s Q UNIT C>I MEASURE L.F. L.F. L.F. L.F. L.F. C.Y. C.Y. EACH EACH EACH EACH EACH 2, IS AR2 11 +34 (14.3 RT) T£3 AR2 11 +34 $�a0,5 RT; _ 1 6,14,22 � £ ' ��ELEI3 Es#€a AR2 11 +34 (14.3 RT) T{3 AR2 14 +10 $14.5 RT) 26 40 1 2,7,16 ,... _ .._....__.._ ...,.., ....._. _ ., ...,. ,. (AL2 6 +00 (30.0 L T) TO AL2 6 +00 (77.0 LT) 47 17. SEE LAYOUT -WALL SHEETS x+61 - 114; AND BLC�CKOUT AL2 6 +50 (94.0 RT) TC AL2 6� 50 (105.5 LT) E FCR DRAINAGE CONNECTION, SHEET W02. 1:4SGH I? E iPt TAIL AT &G?�°_T 3 A CtfQ PQ;�FN. 4AL AL2 6+60 (12.5 LT) TO AL2 6+60 (107.0 LT) 3,4 LM 596 +79 (116.5 LT) T:0 LM 599 +75 (94.3 LT) 19. SCHEDULE INSTALLATION TO AVOID PQTENTIAL _ D12 -5 DR2 11 +26 (13.0 FIT) TO DR2 11 +26 (94.0 RT} 2,7,1$ ClrkFLICT b^f9T1 i ELECTRICAL WORK. SEE ILLU cItIATI 3Ti DR2 11+40 (28.0 RT) TO DR2 11+413 (89.5 RT) 62 SHEETS. _ _� F-DD-1-2-7 DETENTIC3N POND _ , 910 a <` � T � ? <; L DL2 i4 +24 (75.0 R ) ::::..::' :. :.: .: ::: :.:: i::;•.:: :.: ..::: is i:::v::: .::::: :..:: .:.:::: .:::: .:::: .:: i:: ..:. i: AL1 12 +71 (24.0 LT) TO AL1 12 +71 (57.0 L, ) 1 ... . s D13-2 DR1 18 +25 {28.0 RT) TO DRi 18 +50 (28.0 RT) _ - 1 2,1 & OE FLEXIBLE OE POSTS 22. COLOR AND PLACE�»EN GU D13 3 DRi 18 +50 (28.0 RT) TO DR1 18 +50 (4f:0 RT) 1 ARE PER DETAIL SHEETS e3L�7 AND [308 T€? 0C� t 1 D13 -4 DR1 1$ +50 (281 RT) TO DRIP 18 +75 (28.0 RT) L .0 LT T L 777 +14 85.0 LT) D 14 a 777 +14 (54 } C3 $ 12 3 £' i.:€i;:; s k:" 0 .9 �C i LT TC �. 780 5 63 , 0 57.5 14-2 _ 77?.5 } D $ ) �i: +i:::ii::;:ii% ^iii: %:ii ` ji$:i:::i::i: /: :: :i: :i tj,v'!i::i::: j ;: tS:! i:':::::• !i:::::::::::i:::;: :p::y:!:::::.:::t:.:. yam• F f9'K3S.Zb YK: !.�t >� j.:: %::j::. T __I __.� _(70_.0__[t) ._ D14 -3 780 +00 (63.3 �T) TC3 L 783 +50 � 12 ...,..�'Yi 44• �yy�tyy+ ....:::::::......:.. r r r D14 4 L 7843 +89 13.0 LT) TO 780 +89 X85 0 615 -1 L 78 s . 50 (113.0 LT) T03 L 785 +50 (76.v L) € RAt:; ) z::>:«:<»;:<<:;::;;::;'.>::>;::;::;>:::::;:<:>:>. >:::: >;::; >::::;:::;<::: >:<:::> s; . c 515 -2 L 785+00 (7.0 s L T ) P <t:j:i:i`ii iii' %ii: :i::iii:ii::ii: <::::: ' i ' isiii ;1`11:;112 " . ............ ---..�..- _._...4 -C-769-+50 12 6#i... D15-3 L 786 +50 (76.,. C3 iE €1I S :>::»>>:::::<::::;: .:;:::::;:::;:::'::;::;::::;< s » : A.' �.:::::: 3::::.:::.,:::::::.; �:::::::.;' ::::::::::::::;::::: :::.::::::::;:::::;::::::::::;: + 0 8.4 LT TO L 780+00 85.0 LT 0115 -4 L 789 5 $ ) $ ) 1 D15-5 L 790+04 (86.0 LT) 12 1 5 -6 L 790 +( (86.0 LT) rO L 790+50 (86.4• LT) Di 5 -7 AL2 92+79 (LT) 12 D15 -8 L 790 +50 (86.4 LT) TO AL2 93 +00 (29.5 LT) 1 D1S 1 AL2 97 +00 (39 LT) TO AL2 99 +00 (39 LT) D16 2 AL2 97 +28 (21.3 LT) 51S-3 AL2 99+00 (39.0 LT) 1 '`'':::.: 8 Di 6-4 AL2 98 +80 (16.7 LT) 516-5 DR2 1 +97 (RT & LT) D2,16 26 109 40 1 2 1>' REGION NO. STATE FED. XD PROJ. N C3. SR 167 SN 10 10 WASH I STH ST SW TO S 180TH ST 43ESIGNED BY J. Buoy 07108/05 ENTERED BY B. BASSERI 11128/05 STAGE 3 SHEET CHECKED BY K. EZEOKEKE 11126/05 _ TDB NUMBER � nt of 202 2�2 C PRCJ. EltR. 1. JOHNSON _ `°# ` . r» ii1 - STRUCTURE NOTES 86� 1 REGIC3�1 ADS. L. ENCa � �i ..:_, ..... .' � CONTRACT 9�3. SHEETS DATE DAVE REVISION BY a GENERAL NOTES: NOTE: THE FIRST NUMBER OF THE "CODE z uj Cl- CL c cc a: cc LLJ 3: Lu 3: z z z I ¢ DESIGNATION" BELOW REFERS TO THE SHEET � � o"' � ®Q � d N � � Q � sn � r � co � � NO. OR THE SHEET REFERENCE NO. SHOWING � � � � €� 5 � � © � o 5 M < L < U z w THE DRAINAGE FEATURE. IL 9 CL `� � z z � z z `3 � ° @ '' O a: u ;! 0 - 0 a 0 - co (n < Us < Q THE SECOND NUMBER REFERS TO THE z O Li Lu L LSa (L Lu LL !.0 ® < t3 z cn C7 z z DRAINAGE FEATURE. FOUND ON THAT SHEET, e� ai z - d z - �� z - w z a Z w c _ La d C3 z co S co C� Cc ra: X X Q: X m X iL � �- � � 0 U3 J (�} � J L11 F cn `� -- yam ° `3: � S S � CC w Q CL LU < Lti w < - U Ci g < t? L! 6d J W CJ td3 J Lu U U) _J LL! J (n _i W U U1 C.i - U) CL U ! ' (n 4.. D I- u- U) ® 0 I-° LL U) (� cn CODE LOCATION � a UNIT OF MEASURE )�, a EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. 1. CONNECT TO EXISTING PIPE. 48 2,16 Di 1 -5 AR2 11 +34 (14.3 FIT) TO AR2 11 +34 (6£3.5 RT) 48 - - - _ - - - -- D11 -6 AR2 11 +34 (14.3 -RT) TO AR2 14 +10 (14.6 RT) _ - - - - - -- - - - _ 6,14,22 2 7 16 2. SEE OUTFACE PROTECTION DETAIL, SHEET DD3. D12 -1 AL2 6 +00 (30.0 LT) TO Ai 6 +00 (77.0 LT) 1 -- -- D12 -2 AL2 6 +50 (94.0 FIT) TO AL2 6 +50 (105.5 LT) _ _ -_ 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, SHEET DD6. 512 -3 AL2 6 +60 (12.5 LT) TO AL2 6 +60 (107.0 LT) 4. SEE TYPICAL DITCH SECTION, SHEET DD3. 512-4 LM 596 +79 (116.5 LT) TO LM! 599 +75 (94.3 LT) _ 150 3,4 SHEET DD1. 512 -5 DR2 11 +26 (13.0 RT) TO DR2 11 +26 (94.0 FIT) 5. SEE UNDERDRAIN DETAIL, D 11+40 (28.0 FIT) TO DR2 11+40 (89.5 FIT) 1 2,7,16 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, SHEETS DD4 AND DDS. 9 10 POND - D12 -8 DL2 14 +20 (75.0 RT) 11 _ 11 _ J'8 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. D13 -1 AL1 12 +71 (24.0 LT) TO AL1 12 +71 (57.0 LT) D13 -2 DRi 18 +25 (28.0 RT) TO DRi 18 +50 (28.0 FIT) 25 25 -- 8. SEE FLOW CONTROL STRUCTURE DETAILS, PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 D13 -3 DRi 18 +50 (28.0 FIT) TO DRi 18 +50 (46.0 RT) 18 18 2,16 TO DD22. D13-4 DR1 18 +50 (28.0 RT) TO DR1 18 +75 (28,0 RT) 25 _ -- 25 -- _ - 9. SEE DETENTION POND DETAILS, SHEETS DD16 TO - Di-4--1 L 777 +14 (54,0 LT) TO L 777 +14 (85.0 LT) DD19. D14 -2 L 777 +50 (57.5 LT) TO L 780 +50 (63.9 LT) 300 300 12 - -- 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. _ ___ i314 -3 L 780 +50 (63.9 LT) TO L 783 +50 (70.0 LT) - - -- 300 T 300 12 SEE UNNAMED CREEK PLAN, SHEET UCP. D14 -4 L 780 +89 (53.0 LT)TO L 780 +89 (85.0 LT) D15-1 L 783+50 (70.0 LT) TO L 786 +50 (76.5 LT) - 300 - 300 - 12 11. USE PIPE COLLAR STD. PLAN B -28. D15 -2 L 785 +00 (57.0 LT) -� _ - -- TO PAVEMENT. USE -- - 12. TURN STRUCTURE SO DEGREES - -- -.._.__�.. - -- ----�- D15 -3 L 786 +50 6.5 LT TO L r 89 +50 (85.4 LT - 300 -- ^- -- 304 - - - - -- 12 -- FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, AND USE BOLT DOWN GRATE, SrD. PLAN B 4. D15 -4 L 789 +50 (85.4 LT) TO L 780 +00 (86.0 LT) 50 50 - 12 D15-5 L 790 +00 (86.0 LT) ' :': 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D15 -6 L 790 +00 (86.0 LT) TO L 790 +50 (86.4 LT) 50 50 12 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. D15 -7 AL2 92 +79 (LT) D15 -8 L 790 +50 (86.4 LT) TO AL2 93 +00 (29.5 LT) 250 _ 250 12 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. D16 -1 AL2 97 +00 (39 LT) TO AL2 99 +00 (39 LT) 200 200 _ D16 -2 AL2 97 +28 (21.3 LT) D16 -3 AL2 99 +00 (39 LT) 1 1 D164 AIII?1sI36Ir " 1,8 D16-5 DR2 1 +97 (FIT & LT) D16 -6 DR2 3 +55 (29,0 FIT) TO DR2 3 +55 (44.2 LT) 1 _ 45 2,16 SHEET TCBTAL :: `T . " `; 1877 100 250 316 1211 45 150 - - - REGION NO. STATE FED. AID PROJ. NO. - -- SR 167 SN 11 DESIGk -ED Bel J. BUOY 07/08/05 10 WASH 15TH BT SW TO B 180TH ST ENTEikED #3Y B. BASSERI 11/28/05 Waeshbig ton State STAGE 3 SHEET CHECKED BY I . EZEOICEKE 11-/28/05 :0� t" I �����, �i�. iL 4j £3<�8 ;i': 1��t: ; ai#�: JOB NUMBER Paaalrixr Ont Of '� I 203 PROJ. ENGR. J. JOHNSON 01/06/06 REMISED QTY'S/TOTAL 05AO31 OF REGION ADM. L. ENG REVISED GEN. NOTES; ADDED BID ITEM BGB CONTRACT NO. STRUCTURE NOT ES 861 DATE DATE REVISION I3Y SHEETS GENERAL NLITES; z w w NOTE: d < w THE FIRST NUMBER OF THE "CODE z a- 0 � ¢ x � DESIGNATION* BELOW REFERS TO THE SHEET 0 tr a ¢ � w cr NO. OR THE SHEET REFERENCE NO. SHOWING y a < cn O � ® ui LU z THE DRAINAGE FEATURE. _ < ¢ �_ �_ 0 0 z z0 t0 z0 0 z Lu CL Lu Lu x'r Lu w U ° U. C7 6 z U. w cn d !' z 0 s- ¢ 0 a c: a THE SECOND NUMBER REFERS TO THE w cr z 0 0 Q 0 0 � - w W €r t3 U ; DRAINAGE FEATURE FOUND ON THAT SHEET. h w is z �� - 0!- -,ui _j 0 z < CC0- x z �cn X< >m a a 0 zJ CC T< ccO � 0P z ��- 0 `ua U- J U xx ct) w (D N 0. x cn _j 0- 0 cf) 00 0 u 0 0 x 0 u. 0 w cn COOK LOCATION � 1 UNIT OF MEASURE C.Y. EACH C.Y. S.F. C w. C.Y. EACH EACH EACH S.Y. S.Y. _ 2,16 6,14,22 16. SEE STD. PLAN B -7a FOR BEVELED END SECTION. D11 -5 AR2 11 +34 (1_4.3 RT) TO AR2 11 +34 (60.5 RT) _ _50 -� - 320 D11 -6 AR2 11 +34 (14.3 RT) TO AR2 14 +10 (14.6 RT) 30 4 140 10 20 _ D12 -1 AL2 6 +00 (30.0 LT) TO AL2 E +00 (77.0 LT) .� 1 _,. S7 ? 2'''16 17. SEE LAYOUT -WALL SHEETS bV1 -W1; AND BLOCKOUT D2 -2 AL2 _6+50(94.0 FIT) TO AL2 6 +50 (105.5 LT) 1 FOR DRAINAGE CONNECTION, SHEET WD2. -- 18. SCHEDULE INSTALLATION TO AVOID POTENTIAL D12-3 AL2 6 +60 (12.5 LT) TO AL2 6 +60 (107.0 LT) 1 CONFLICT WITH ITS. SEE ITS SHEETS. D12 -4 LM 596 +79 (116.5 LT) TO LEI 599 +75 (94.3 LT) _ -- -- - -- - -- -_ 3,4 __.._- POTENTIAL Dig -5 DR2 11 +26 (13.0 FIT) TO DR2 11 +26 (94.0 RT) -- - - - -- �, - - 2,7,16 19. SCHEDULE INSTALLATION TO AVOID CONFLICT WITH ELECTRICAL WORK. SEE ILLUMINATION D12-6 DR2 11+40 (28.0 FIT) TO DR2 11+40 (89.5 RT) € ....; SHEETS. D12 -7 DETENTION POND 1180 9,10 20. USE BOLT DOWN GRATE. STD. PLAN B 4d. D12 -8 DI 2 14 +20 (75.0 FIT) 20 50 1 1,8 AL1 12 +71 (24.0 LT) TO ALi 12 +71 (57.0 LT) i - 21. USE BOLT DOWN SOLID METAL COVER AND FRAME. DR1 18 +25 (28.0 FIT) TO DR1 18+50 (28.0 RT) 130 - _ SEE STD. PLAN B-2. L13 _____20 DR1 18 +50 (28.0 RT) TO DR1 18 +50 (46.0 RT) 10 30 2,16 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS PER DETAIL SHEETS DD7, AND DD9 TQ dd11. DR1 18 +50 (28.0 FIT) TO DRi 18 +75 (28.0 FIT) 80 ARE D14 -1 L 777 +14 (54.0 LT) TO L 777 +14 85.0 LT) ( 1 12 23. SEE SHEETS DV1 -DV9 FOR VAULT DETAILS. 777 +50 (5_7 5 LT) TO L 780 +50 (63.9 LT) P20 2300 SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL D14 -3 L 780 +54 (63.9 LT) TO L 783 +50 (70.0 LT) ;320 12 QUANTITIES. D14-4 L 780 +89 (53.0 LT} TO L 780 +89 (85.0 LT) i D15 -1 L 783 +50 (70.0 LT) TO L 786 +50 (76.5 LT) 300 870 12 ** SEE WETLAND MITIGATION GRADING PLAN FOR D15 -2 L 785 +00 (57.0 LT) 1^ ADDITIONAL. QUANTITIES. * ** FOR L 786 +50 (76.5 LT) TO L 789 +50 (85.4 LT) - 270 840 I 12 SEE QUANTITY TABULATION - PAVEMENT MARKING ADDITIONAL QUANTITIES. 12 L 789 +50 (85.4 LT) TO L 780-x00 (86.0 LT) 40 100 -C-7-90+00 (86.0 LT) FD15-6 30 90 1 _ L 7904:00 (86.0 LT) TO L 790 +50 (86.4 LT) 40 40 12- '15-7 AL2 92 +79 (LT) 1 D15 8 L 790 +50 (86.4 LT) TO AL2 93 +00 (29.5 LT) 150 10 12 516 -1 AL2 97 +00 (39 LT) TO AL2 99-+0-0(39 LTA 224 360 _ e '16-2 AL2 97 +28 (213 LT) 1 D16 -3 AL2 99 +00 (39 LT} m <:< »:::. ... 1:;:: .... 1 _ _ - - ____ -_ -_ __ D16-4 :*�,#1...#..... v> )1 `..5p. 1 1, .:.: D16 -5 DR2 1 +97 (RT & LT) 1 D16 -6 DR2 3 +55 (29.0 FIT) TO DR2 3 +55 (44.2 LT) 50 80 ° 2,16 _ SIB EET TOTAL 30 4 _� '£ . ::.:8 € #: ........... 10 20 10 1500 REGION NO. STATE -_ FED. AID P 843,9. N5. SR 167 SN 12 - DESIGNED ,3. _ BUOY 47/08105 10 WASH , 15TH ST SW TO S 1 SOTH ST - ENTE3�ED BY B. ---- - BASSERI 11f28;05 _ AWOL 1d�s sa mao# tsf "Y��rs# STAGE 3 BBEE'[' 204 � I~9ECICEB) B K. EZEOKBKE 11128x051�z'a7 t3s : £ff�F cff<trf } �f ff535f B SOB NUMBER PRtJ,9. EEii3R. JC�€NSOv _ 01106/06 REVISED GEN. NOTES W ._ 05A431 OF STRUCTURE NOTES 86's _ REGI5N ADM. L. ENG - REVISED QTY'S; CROSSREF'D ITEMS BGB CONTRACT NO. DATE DATE _� REVISION BY SHEETS - -- ------ --- ---- -- - - - -_ GENERAL NOTES: NOTE: < d Q THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET z NO. OR THE SHEET REFERENCE NO. SHOWING LIJ 0 uj cli ,- C° co ul THE DRAINAGE FEATURE. z O 0 � CL R � � � � Q z g > - a � < J a- z o. z z THE SECOND NUMBER REFERS TO THE UJ < uj DRAINAGE FEATURE FOUND ON THAT SHEET � � 0 � � -' LU � � � I:L w Lu 00 0 ' iu z C3 _ m vE M � cr o- cc cc � Iu � z cc u w a: U) O CL Q © S 0 (D 1 0 a zz - G en CODE LOCATION Y 0 UNIT OF MEASURE EACH C.Y. C.Y. S.Y. EACH EACH TON L.F. L.F. L.F. 12 1. CONNECT TO EXISTING PIPE. 1 a16 7 DR2 9x-50 (26.3 FIT) TO L 811 +25 (89.5 RT) - - - - 2. SEE OUTFALL PROTECTION DETAIL, SHEET DD3. D17-1 0R2 10 +o9 (LT & FIT) 1 - - - x17-2 L 811 +25 (89.5 RT) TO L 812+06-(-6 4.& RT) 1 12,17 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, 017 3 L 812 +00 (84.6 FIT) TO L 812 +93 (86.0 RT) 1 _ -12,17 SHEET DDS. D17-4 L 812 +93 {65.0 RT) TO L 812 +93 {86.0 RT) 1 -� 1,11 - 4. SEE TYPICAL DITCH SECTION, SHEET DD3. a17 -5 L 812 +93 (86.0 RT) TO L 812 +93 {133:0 FIT) e - - 3 - _ 17,20 2 5. SEE UNDERDRAIN DETAIL, SHEET DD1. 017 -6 L 812 +93 (133.0 RT) TO L 811 +90 (135.0 RT) 617 -7 L 813 +12 (RT) -DRAIN- 1 - -- 32 17 13 S. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, 017-8 BRIOGE SHEETS DD4 AND DDS. - D17 -9 L 814 +55 (45 RT) 1 - 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. D17 10 BRIDGE DRAIN 29 13 017-11 L 815 +08 (65.0 RT) TO L 815 +08 (82.0 RT) 1 1 1,11,20 8. SEE FLOW CONTROL STRUCTURE DETAILS, D17 -12 L 815 +08 (82.0 FIT) TO L 815+00 (125.0 FIT) 1 PROTECTION, AND PROFILE INFORMAL T ON. SHEETS OD20 - TO DD22. 017 -13 L 815.00 (125.0 RT) 1 12 9. SEE DETENTION POND DETAILS, SHEETS DDis TO D17 -14 L 817 +00 {74.8 RT) T O L 818 +25 {77 FIT) _ 1 -- DD19. a17 -15 L 817 +50 (RT) 1 D17 -16 L 818 +25 (77.0 RT) TO L 821 +25 {71.0 RT) 1 - 12 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. a17 17 L 820 +25 (RT) TO L 821 +25 {71 RT} 1 u _ _.. _ 1 _ -T 12,16 SEE UNNAMED CREEK PLAN, SHEET UCP. a17 -18 L 821 +25 (71.0 FIT) TO 823 +25 (65.0 FIT) _ 1 - 12 11. USE PIPE COLLAR STD. PLAN B-28. 017 -19 L 823 +25 (65.0 RT} TO L 825 +00 (65.0 RT) _ __- _ i - 12 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE a18 -1 L 825+00 (65.0 FIT) TO L 825 +31 {81.0 RT} -825+31(81.0 - FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, 018 -2 s: RT) TO L 828 +00 {87.8 RT) - - - -- AND USE BOLT DOWN GRATE, STD. PLAN B-4d. _ _ 018-3 L 828 +00 (87.8 RT) TO L 830 +00 (105.2 FIT) - -�- _ 3 2,16 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D19 -1 BRIDGE DRAIN 25 _ 13 019 -2 BRIDGE DRAIN 34 13 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. D19 -3 L 878 +00 (7470 LT) TO L 881 +00 (74.0 LT) - -� 1 12 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. x19-4 L 878 +81 (LT) TO L 881 +00 (74 LT) 1 1 12 D19-5 L 881 +00 (74.0 LT) TO L 884 +00 (74.0 LT) 1 12 D19 -6 L 882 +00 (LT) 1 D19-7 L 884 +00 (74.0 LT) TO L 885+50 (74.0 LT) _ T 1 12 D19 -8 L 878 +00 (RT) 1 D19 -9 L 878 +50 (69.5 FIT) TO L 881 +50 (84.5 FIT) 1 -_ -_ -- 12 D19-10 L 880 +35 (RT) SHEET TOTAL 12 � ' ` .... ... 6 120 RED8oN mo. STATE FEB. AID PROd. CIO. _ - - - SR 167 SN 13 DESIGNED BY J. BUOY 07108/05 10 WASH 15TH ST SW TO S 1I0TA ST t-N ERED BY B. BASSERI 11!28105 AMW ' s on S STAVE 3 SHEET CHECKED BY af. EZEOI6EI4E ° if28tO OIt, ..gg .: PLIh _ °s }a: .BOB NUMBER r � �rspasa a s 20 PROD. J. JOHN SON 01/06/06 ..................... REVISED GEN NOTE 05AO31 OF LENGR.. REGIOL. ENG REVD OFFSET, DEUADDED BID ITEMS BGB CONTRACT ISO. o _ STRUCTURE Nfl: ES 861 DATE DATE REVISION BY SFIEEIa - - GENERAL NOTES: z NOTE: THE FIRST NUMBER OF THE "CODS r 00 c°z d DESIGNATION' BELOW REFERS TO THE SHEET 0- a. (L w T � L- NO. OR THE SHEET REFERENCE NO. SHOWING < Q ° uj iL < s� C'4 Ul U) '� THE DRAINAGE FEATURE. 2 5 O z � � � a: 7 t- z O P- �- � < THE SECOND NUMBER REFERS TO THE co ¢ < � a a � � � � _z c � DRAINAGE FEATURE FOUND ON THAT SHEET- aa.., _j ..r A w .0 w Lu > � °�' LL m Z z �>ry Z Lu m w w < � X < Q C uuj > < La P- `g P P- Lu CZ cf3 0 cri 5 U) �3 uJ CODE LOCATION 'i � UNIT OF MEASURE),. L.F. L.F. L.F. L.F. L.F. C.Y. C.Y. EACH EACH EACH EACH EACH 016 -7 DR2 9 +50 (26.3 RT) TO L 811 +25 (89.5 RT) 2 £?17-1 1782 10+09 {LT RT) _ - 17 SEE LAYOUT -WALL SHEETS WI -W14, AND BLQCKOU T D17 -2 L 811 +25 (89.5 FIT) TO L 812 +00 (84.6 FIT) 12,17 FOR DRAINAGE CONNECTION, SHEET WD2. 617 -3 L 812 +00 (84.6 RT) TO L 812 +93 (86.0 RT) - 12,17 D17-4 L 812 +93 (65.0 RT) TO L 812 +93(86.0 R'3) 1,11 1 . xfiHEDtf� E'.,"�STA9 ..A7.C3RJ 1 Q A.VQ.:7 PATE TE/"iL, .... '�8... L 3 1T i x> ...... .... .:. D17 -5 812 +93 (86.0 FIT) TO L 812 +93 (133.0 FIT) L 11,20 2 19. TO AVOID POTENTIAL 1717 -6 L 812 +93 (133.0 RT) TO L 811 +90 (135.0 FIT) -- 17 ILLUMINATION T W,Ty E9,EC7'FiECAL WQR�- SEE PLLUtAihAT9Qii CONFLICT ELEC ELECTRICAL WORK. S D`97 7 L 813 +12 {RT) 13 SHEETS. D17 8 BRIDGE DRAIN t. sit..# ::> ;; ::;:;,:.:.:::::.: G17 i0 BRIDGE DRAIN 13 "�4 1 MUM". . #xY.�, ���.�£�E#��t� . >:::> D17-11 L 815 +08 (65.0 RT) TO L 815 +08 (82.0 RT) 1,11,20 a E ,, d. ? ? :::::::::::::: .: :::........... ...... D17 -12 L 815 +08 (82.0 RT) TO L 815 +00 (125.0 RT) -- 1 1 22. COLOR AND PLACEMENT OF FLEXPBLE GUIDE PASTS DD9 TO DD11. 0317 -13 L 815 +00 (125.0 RT) - --� ARE PER DETAIL SHEETS DD7 AND _� D17 -14 L 817 +00 (74.8 RT) TO L 818 +25 (77 FIT) v a 5 aaa 3 f:?)341�3:t' .. Sj ' i .? i ; :' .... P RT 17 +5 _ D1 5 ( ) . ..? .� .............. .:::.::.::.::::::::::::::: ::..:. i� 617 -16 L 818 +25 (7'.G RT) TOIL 821 +25 (71.0 RT) y�' $� {¢ ¢j S OR"A 'R.:�7i.�:6:iH)'S Y: +�' �S ;Y ?t �A'i Y .b.3JiSL fT'37' :...,, 1317 17 L 820 +25 'FIT TQ _L821+25 71 FIT) ,� 12 6 t f P "€ t1 .. ............. ..:.;;::.;;;;;;;;;;;:: T' T 823+ 5 0 R 1317-18 L 821 +25 71.0 R O 2 65 ( FIT) ( ) 17 -1 L 823 +25 65 0 RT TO L 825 +00 65.0 RT D 9 ) ( ) { 1:a��E2€ 133# d.:::::` z :.::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::. _ R 1:T _8297+00 65.0 RT '"O L 825+31 8 0 { 1 2 D18 2 L 825 +31 (81.0 RT) TO L 828 +00 (87.8 RT) 1318-3 L 828+00 (87.8 FIT) TO L 830 +00 (105.2 RT) 2 .6 >; ..... .......:::: "`>>`> "`` H... _ :. D19.1 BRIDGE DRAIN ) 13_ 1319-2 BRIDGE DRAIN 13 D19-3 f-8-78+00 (74.0 LT) TO L 881 +00 (74.0 LT) 12 D19-4 L 878+81 (LT) TO L 881 +00 (74 LT)__ 12 0 D19-5 L 881+00 (74.0 LT) TO L 884+00 (74. LT) _ 12 D19-6 L 882 +00 (LT) 519 -7 L 884+00 (74.0 LT) TO L 885 +50 (74,0 LT) 12 878 +00 (FIT) L 878 +50 (69:5 RT) TO L 881 +50 (84.5 RT) 12 L 880 +35 (RT) rDL - SHEET TOTAL, 1 REGION 140. STATE FE€D, A D IR . 5 . SR 167 SN 14 6ESIGNEED BY J. BUOY K07/08105 10 'i!'49ASH 15TH ST BW TO B 1 BATH ST ENTERE1D BY B. BASSERi 8/05 � VIAW 0eparbuent of Trwoportation �sTACaE 3 ��iEET 2016 HECKEtD BY K. EZEOKEKE 8/05 JOB NUMBER ROJ. ENGR. J. JOHNSON 05AO31 OF STRUCTURE NOTES $&j [REGION ADM. L. ENG 4�#: ��fi) �� � �. N � �.....; �ONTRAGT NO. .f�E DATE �3ATE IiE�iS @$? BY SHEETS ___ _ E GENERAL NOTES: NOTE: "CODE Lu D g rr cc � cr cr_ Lu cc uj z z i THE FIRST NUMBER OF THE • DESIGNATION' BELOW REFERS TO THE SHEET LJ Q ® Q � < ® U) can L T 0 �2 NO. OR THE SHEET REFERENCE NO. SHOWING Lu ® t� � G .10 2 2 ¢ :u < iu � z Lu THE DRAINAGE FEATURE. uj CL Lu CL `" � Z � Z z z z z j CJ 0 z F cr ®T 0 C3c_v � U_a � cn< d <t9 <t0 0 THE SECOND NUMBER REFERS TO THE Z z O �- Li Ui LL LU LLi LL LU u < � Q � o � 0 z Z cn < DRAINAGE FEATURE FOUND ON THAT SHEET. en cn <C 1 z - d z - Z - Z - LLJ _a z w J Z to cn Z rn d ¢ LLs F � > LU � > LL9 S LLt � III ?� uj i0- LL! 3=C - Z W crw< Z W. XLL6< LLl Lu Lu ag ()a Q `x L? 0 LLl E- J LL! 43 cn J LL9 0 cn ml LLI 0 cn �I LLD 0 cn C) '�' rn � {.7 cn 4 &� Li_ cn 0 D E° LL cn ® h cn Li cn ®, CODE I LOCATION ty \ UNIT OF MEASURE )�. EACH EACH L.F. L.F. L.F. L.F. L,F. L.F. L.F. L.F. L.F. L.F. 1. CONNECT TO EXISTING PIPE. D16-7 DR2 9 +50 (26.3 RT) TO L 811 +25 (89.5 RT) -175 17 :: -- 12 -- - - 2. SEE OUTFALL PROTECTION DETAIL, SHEET DD3. 617 -1 DR2 10+09 (LT & RT) 617 -2 L 811 +25 (89.5 RT ) -10 L 812 +00 (84.6 RT ) 75 his 12,17 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION; 617 -3 L 812 +00 (84.6 RT) TO L 812 +93 (86.0 RT) 93 .. 12,17 SHEET DD6. D17-4 L 812 +93 (65.0 FIT) TO L 812 +93 (86.0 FIT) 22 1,11 - - 4. SEE TYPICAL DITCH SECTION, SHEET DD3. D17 -5 L 812 +93 (86.0 FIT) TO L 812 +93 (133.0 FIT) 1 41 41 ( 17,20 617 -6 L 812 +93 (133.0 RT) TO L 811 +90 (135.0 FIT) 1 73 73 _ 2 5. SEE UNDERDRAIN DETAIL: SHEET DD1. 617 -7 L 813 +12 (RT) - 17 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, 13 617 -8 BRIDGE DRAIN SHEETS DD4 AND DD5. 617 -9 L 814+55 (45 FIT) _ 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 617 10 BRIDGE DRAIN - 13 617-11 L 815 +08 (65.0 FIT) TO L 815 +08 (82.0 RT) _ 18 1,11,20 8, SEE FLOW CONTROL STRUCTURE DETAILS, L 815 +08 (82.0 RT) TO L 815 +00 (125.0 FIT) 44- 44 1 PROTECTION, AND PROFILE INFORMAiTON, SHEETS DD26 - TO DD22, rD17-1 L 815 +00 (125.0 RT) - -- DETENTION POND DETAILS, SHEETS DD16 TO 125 12 9. SEE L 817 +00 (74.8 FIT) TO L 818 +25 (77 RT) 125 - DD19. D17 -15 L 817 +50 (RT) - 617 -16 L 818 +25 (77.0 RT) TO L 821 +25 (71.0 RT) 150_ -- - -- 150 - -- - - 12 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. 617 -17 L 820+25 (RT) TO L 821+25 (71 RT) - 150 - 150 12,16 SEE UNNAMED GREEK PLAN, SHEET UCP. 617 -18 L 821 +25 (71.0 FIT) TO 823 +25 (65.0 FIT) 200 -- - 200 12 11. USE PIPE COLLAR STD. PLAN B -28. D17 -19 L 823 +25 (65.0 FIT) TO L 825 +00 (65.0 FIT) 1 175 175 _ 1 618 -1 L 825 +00 (65.0 FIT) TO L 825 +31 (81.0 RT) 38 38 12 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE D18-2 L 825 +31 (81.0 FIT) TO L 828 +00 (87.8 FIT) 1 263 - - -- 263 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, AND USE BOLT DOWN GRATE, STD. PLAN B-4d. - 618-3 L 828 +00 (87.8 RT) TO L 830 +00 (105.2 RT) 1 192 192 2,16 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D19 -1 BRIDGE DRAIN 13 D19-2 BRIDGE DRAIN - 13 14. SEE C'LEANOUT STRUCTURE DETAIL, SHEET DD7. 619 -3 L 878 +00 (74.0 LT) TO L 881 +00 (74.0 LT) 75 -- >''::' '; - 12 - 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. D19-4 -L878+81 (LT) TO L 881 +00 (74 LT) 225;;;; 12 619 5 L 881 +00 (74.0 LT) TO L 884 +00 (74.0 LT) 300 >. 12 619 -6 L 882 +00 (LT) D19-7 L 884 +00 (74,0 LT) TO L 885 +50 (74.0 LT) 150 f:::::» 12 619 8 L 878 +00 (RT) 519 -9 L 878 +50 (69.5 FIT) TO L 881 +50 (84.5 FIT) 300 300 12 619 -10 L 880 +35 (RT) SHEET TC3T, :::':::;:6:::.m 2 l:' :: 40 REGION NO. STATE FED. AID rPROJ. NO. -----REGION - _ - - - - -- SR 167 SN 15 DES1GNED BY J. BUOY 07/08/05 10 WASH 15TH ST SW TO S 1BOTH ST ENTERED BY B. BASSERI 11/28/05 S i AGE S SHEET CHECKED BY K. E7EOKEKE 11/28/05 JOB NUMBER artPa�E of "r xa 207 _ JOHNSON - 1 #� PRO B. ENGR. J J #9 11 �' � A� Dki ,. kwdt. It j1EM .............. 05AO31 OF .a :... aiiE ON ADM. L. ENG 01/06/06 REVD OEESET s GEdN. NOTE; ADDEO w tTEmi BGB CONTRACT NO. STRUCTURE NOTES 861 DATE DATE REVISION BY SHEETSs LONES 0�1��� GENERAL NOTES: MOTE: z L w w J THE FIRST NUMBER OF THE "CODE z +? o < 0 2 d- w x DESIGNATION" BELOW REFERS TO THE SHEET w 0- 8 d- (n NO. OR THE SHEET REFERENCE NO. SHOWING O > ± < U) ® u- w O z LIJ THE DRAINAGE FEATURE. �< �_ �_ 0 z O z 0 z Lu o x w '' w� w0 w w u t- z 0P: a 0 a- J `� THE SECOND NUMBER REFERS TO THE a_ 0 cc z x z 00 0 � o 0 � Q w � a � ¢ _ � w � DRAINAGE FEATURE FOUND ON THAT SHEET. Lti 0 Z ~ z Q LU U) m --� CO °� z= w e� U) 0 X U) F- � cC �x > a:0 > � B z 0 J 01- 00 00cc w - u- U) 0 U) w t3 N (D . fn a° () (f) %3 LL { 3 LL. 0 � CODE I LOCATION i t UNIT OF MEASURE � C.Y. EACH C.Y. S.F. C.Y. C.Y. EACH EACH EACH S.Y. S.Y. D16-7 DR2 9 +50 (26.3 RT) T O L 811 +25 (89.5 RT) - 60--- 70 12 - - 16. SEE STD. PLAN B-7a FOR BEVELED END SECTION. 517°1 D R 2 10+09 (LT & RT) - . 12,17 D17-2 L 811 +25 (89.5 FIT) TO L 812 +00 (84.6 RT) 140 140 17. SEE LAYOUT -WALL SHEETS W1-W14, AND BLOCKOUT D17 -3 L 812 +00 (84.6 RT) , L 812 +93 (86.0 RT) 80 '20 12,17 FOR DRAINAGE CONNECTION, SHEET WD2. -174 L -812+93(65.O FIT) TO L 812 +93 (86.4 RT) 20 - 50 1 1,11 18. SCHEDULE INSTALLATION TO AVOID POTENTIAL D17-5 L 812 +93 (86.0 RT) TO L 812+93 (133.0 RT) 60 380 17,20 CONFLICT WITH ITS. SEE ITS SHEETS. D17 -6 L 812 +93(133.0 FIT) TO L 811 +90 (135.0 RT) 30 _ 2 17 19. SCHEDULE INSTALLATION TO AVOID POTENTIAL D17 -7 L 813 +12 (RT) 20 30 1 - - -- - - - CONFLICT WITH ELECTRICAL WORK. SEE ILLUMINATION D17 -8 BRIDGE DRAIN 50 --- - - -13 SHEETS. D17 -9 L 814 +55 (45 FIT) 20 30 20. USE BOLT DOWN GRATE, STD, PLAN B-4d. D17 -10 BRIDGE DRAIN D17 -11 L 815 +08 (65.0 FIT) TO L 815 +08 (82.0 FIT) -- 20 50 _ 1 40 - 13 1,11,20 21. USE BOLT DOWN SOLID METAL COVER AND FRAME. 017-12 L 815 +08 (82.0 FIT) TO L 815 +00 (125.0 FIT) 30 10 1 SEE STD. PLAN B -2. OF FLEXIBLE GUIDE POSTS 1 22. COLOR AND PLACEMENT -17 13 L 815 +00 {125.0 RT) 12 ARE PER DETAIL SHEETS DD 7, AND DD9 TO DD11. D17-14 L 817 +00 (74.8 RT) TO L 818 +25 (77 RT) - D17 -15 L 817 +50 (RT) 23. SEE SHEETS DV1 -DV8 FOR VAULT DETAILS. D17 16 L 818 +25 (77.0 RT) TO L 821 +25 (71.0 FIT) 250 _ 410 12 Di 7 -17 L 820 +25 (RT) TO L 821 +25 (71 RT) -- 12,16 SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL - QUANTITIES. -17-18 L 821 +25 (71.0 RT) TO 823 +25 (65.0 FIT) 170 270 - 12 1 SEE WETLAND MITIGATION GRADING PLAN FOR D17 -19 L 823 +25 (65.0 FIT) TO L 825 +00 (65.0 FIT) 170 290 1 12 ADDITIONAL QUANTITIES. D18-1 L 825+00 (65.0 RT) TO L 825 +31 (81.0 RT) :T -5-182- L 825 +31 ((81.0 RT} TO L 828 +00 (87.8 RT) 190 20 _ "' SEE QUANTITY TABULATION -PAVEMENT MARKING FOR ADDITIONAL QUANTITIES. - 2,16 D18 -3 L 828 +00 (87.8 FIT) TO L 830 +00 (105.2 FIT) 90 20 519 -1 BRIDGE DRAIN 40 13 D19-2 BRIDGE DRAIN 50 13 D19 -3 L 878 +00 (74.0 LT) TO L 881 +00 (74.0 LT) 220 300 12 D19-4 L 87_8 +81 (LT) TO L 881 +00 (74 LT) 1 12 519-5 L 881 +00 (74,0 LT) TO L 884 +00 (74.0 LT) 230 220 12 D19 -6 L 882 +00 (LT) 1 D19 -7 L 884+00 (74.0 LT) TO L 885 +50 (74.0 LT) 140 300 12 519 -8 L 078 +00 (RT) 1 019 -9 L 878 +50 (69.5 FIT) TO L 881 +50 (84.5 FIT) 170 710 12 D19 -10 L 880+35 (RT) 1 SHEET TOTAIv : .... _ 2# €� ';: ......... #�s�3: 6 3 180 -- - REGiom No. STATE FED. AID RROJ. No. SR 167 SN 16 DESIGNED BY J. BUOY 07108/0 10 WASH 15TH ST SW TO S 180TH ST EhI i 1128105 IN- 4iED BY B. - _ - BASSERI �€ a�eceea s STAGES; SHEET 208 NECKED BY K. EZEOKEKE 11128/0 r "s s:: ( .. s Tt ..... % JOB f��i�liSER R>4OJ. ENGR. J. JOHNSON - 01%06106 CROSS REPO ITEMS 05AO31 i61 STRUCTURE NOTES 1361 REGION ADM. L. ENG ( REVISED OTY S, OFFSET, AND OEN NOTES I GB CONTRACT SHEETS DATE DATE � REVISION BY J _ GENERAL NOTE : NOTE: < d <€ THE FIRST NUMBER OF THE "CODE DESIGNATION' BELOW REFERS TO THE SHEET � � z NO. OR THE SHEET REFERENCE NO. SHOWING 0 z z I� z "' =- cc w < 1° THE DRAINAGE FEATURE. z 0 0 -A a- uj c/) d a- O z > u; < CL z a z z u> THE SECOND NUMBER REFERS TO THE C w > < DRAINAGE FEATURE FOUND ON THAT SHEET. z � y�� m -' z � cis °� L.I w w uJ w Lu z � a°c z 2� z U O < O ¢ a a ¢ us La_ cc U) O I- 1--¢ 25 z w 0 4 cc C-9 Ir 0 :D a z z fr c u, (n CODE LOCATION -1 9 UNIT OF MEASURE )o EACH C.Y. C.Y. S.Y. EACH EACH TON L,F. L.F. L,F. 12 1. CONNECT TO EXISTING PIPE. D19-11 L. 881+50 (84,5 RT) TO AR3 83+50 (14.0 FIT) - 1 12 2. SEE OUTFALL PROTECTION [DETAIL, SHEET DD3. SEE DETCH SCHEDULE FOR PROFILE INFORMATION, 17 3. 0 20 °1 L 885 +25 (LT) 12,17 SHEET DD6. 520 -2 L 885 +50 (74.0 LT) TO AL3 86 +00 (26.0 LT) 1 4. SEE TYPICAL DITCH SECTION, SHEET DD3. 626-3 AL3 86 +00 (26.0 LT) TO AL3 86 +50 (26.0 LT) 1 12,17 5. SEE UNDERDRAIN DETAIL, SHEET DD 1. 620-4 AL3 -86+50(26.0 LT) TO AL3 87 +50 (26.0 LT) -� 1 12,17 620-5 AL3 87+50 (26.0 LT) TO AL3 90+00 (26.0 LT) - 1 -- 12,17 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, SHEETS DD4 AND DD5. 620 -6 AL3 90 +00 (26.0 LT) TO AL3 92+00 (26.0 LT) 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 620 -7 AL3 90+47 (CL _& LT) _ 1 _ 26. LT) TO AL3 93 +25 (30.0 LT) 620-8 AL3 92 +00 (26.- - 8. SEE FLOW CONTROL STRUCTURE DETAILS, D20-9 AL3 92+97(LT) _ PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 1920-10 AL3 93-x25 (30.0 LT) TO AL3 93 +18 (48,0 LT) � 3 2,16 TO DD22. -- _ b2--6:-11 AL3 93 +25 (30.0 LT) TO AL3 93 +33 (35.2 RT) - -- _ -- 2,16 s. SEE DETENTION POND DETAILS, SHEETS DD16 TO b20 -12 AL3 94+35 (RT & LT) - - -- DD19. D20 -13 AL3 94+50 (15.7 FIT) TO AL3 94 +50 (30.6 RT) - - - - -- ��- - -- 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. -- 1360 - 9 f0 520 14 DETENTION POND m 1730 - - - SEE UNNAMED CREEK PLAN, SHEET UGP. rD2-15 84TH AVE 46+50 (59 LT) TO 84TH AVE 46+52 (68 LT) -- 1,8,16 11. USE PIPE COLLAR STD. PLAN B -28. 0 16 84TH AVE 46 +50 (59.0 L i ; TO AR3 90+52 (43 LT) 1 D20 -17 L 890 +52 (109.0 FIT) TO L 890+50 (124.3_ FIT) - - - -� 1 _ 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE 521-1 AR2 44 +00 (RT) 1 1 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, AND USE BOLT DOWN GRATE, STD. PLAN B -4d. 622 1 AR2 46 +50 (RT) -- 1 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. 3 2,16 622 -2 AR2 46 +76 (12 FIT) TO AR2 46 +67 (17 RT) _ D22-3 L 1050 +15 (70 LT) T O L 1050 +15 ( €06 LT) - -- -- -- __ - 11,16 -- 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. 622 4 L 1050 +60 (65.0 LT) TO L 1050 +60 (90.0 LT) _ 28 10 5 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. 622-5 L 10550 +30 (90.0 LT) TO L 1053 +68 (96.0 LT) 60 3,4 522 -6 AL2 -53+86(12.0 FIT) TO AL2 54 +00 (19.0 LT) 1 522-7 AL2 -54+00(19.0 LT) TO AL2 56 +36 (19.0 LT) 1 12 D22 -8 AL2 55 +80 (25.0 LT) TO AL2 56 +36 (19:0 LT) 1 56 12 522 -9 AL2 56 +36 $19.0 LT) TO AL2 59 +00 (52.8 LT) 3 2 622-10 DETENTION POND _ 2290 1170 15 9,10 622-11 L 1057 +00 (57.0 LT) TO L 1060 +00 (57.0 LT) -- 1 12 SHEET TOTAL 3 1 4020 60 2 530 27 28 66 REGION BOO. STATE FED. AID PROJ. NO. SR 167 SIN 117 1 STH ST SW TO S 180TH ST I6ESIGNED BY ,I. BUOY 07108{05 9 ( 10 WASH ENTREB BY B. BASSERI 11128105 _ 'lSE� A L - ' ehingt n �F SHEET STAGS 3 209 . E EOiEtE 1128105 CF tSY I PR?J. EN. JOHNSON 01106106 C x€3 REVISED CODE 6 22-2, 05AO31 OF STRUCTURE NOTES 861 SHEETS REGION ADM. L. ENG DELIADDED BID ITEMS; REVD GEN. NOTE BGB CONTRACT NO. DATE DATE REVISION BY GENERAL NOTES: z z z Ir NOTE: e� a: THE FIRST NUMBER OF THE "CODE N uJ uj t„ DESIGNATION' BELOW REFERS TO THE SHEET cl- 2 d- 2- a: N J T cn NO. OR THE SHEET REFERENCE NO. SHOWING �_ � uj a THE DRAINAGE FEATURE. > > > > 0- CL a tj CL a. z U U U U x x >_ 0 OJ z z THE SECOND NUMBER REFERS TO THE co <t ¢ < � � � � � cl U) U) Cc uj DRAINAGE FEATURE FOUND ON THAT SHEET. a _, J J >R ® _� � � < < co z _ (� n {;j /?� C,s 6L O S S Ill CD CC U< CJ W J <- `` w I: U< ® (n G UZ fPJ ® U< U7 0 tii ® V W 6LS J U U C] U U �% LOCATION V i UNIT OF MEASURE � L.F. L.F. L.F. L.F. L.F. C.Y. G.Y. EACH EACH EACH EACH EACH 12 L 881 +50 (84.5 RT) TO AR3 83 +50 (14.0 RT) - 16. SEE STD. PLAN B FOR BEVELEC END SEG T 40N. rDl,-,2 2 -7a AR3 83 +50 (14.0 RT) TO AR3 85 +50 (14.0 RT) 17. SEE LAYOUT -WALL SHEETS Wl -Wl4, AND BLOGKOUT L 885 +25 (LT) 17 FOR DRAINAGE CONNECTION, SHEET WD2. 620-2 L 885 +50 (74.0 LT) TO AL3 86 +00 (26.0 LT) _ 12,17 18. SCHEDULE INSTALLATION TO AVOID POTENTIAL - CONFLICT WITH ITS. SEE ITS SHEETS. D20 3 AL3 86 +00 (26.0 LT) TO AL3 86 +50 (26,0 L -- - 12,17 12,17 19. SCHEDULE INSTALLATION TO AVOID POTENTIAL 620-4 AL3 86 +50 (26.0 LT) TO AL3 87 +50 (26.0 LT) 12,17 CONFLICT WITH ELECTRICAL WORK. SEE ILLUMINATION 620 -5 AL3 87 +50 (26.0 LT) TO AL3 90 +00 (26.0 LT) - _ SHEETS. D20 -6 AL3 90 +00 (26.0 LT) TO AL3 92 +00 (26.0 LT) - 20. USE BOLT DOWN GRATE, STD. PLAN B -4d. 620-7 AL3 90+47 (CL & LT) - SOLID FETAL COVER AND FRAME. D20-8 AL3 92 +00 (26.0 LT) TO AL3 93 +25 (30.0 LT) 21. USE BOLT DOWN SEE STD. PLAN B-2. 620 -9 AL3 92 +97(LT) 2,16 D20-10 AL3 93 +25 (30.0 LT) TO AL3 93 +18 (48.0 LT) 16 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS DETAIL SHEETS DD7, AND DD9 TO DD11. -- 2,16 ARE PER 620 11 AL3 93 +25 (30.0 LT) TO AL3 93 +33 (35.2 FIT) -- D20-12 AL3 94 +35 (FIT & LT) 23. SEE SHEETS DV1 -DV9 FOR VAULT DETAILS. 620-13 AL3 94 +50 (15.7 RT) TO AL3 94 +50 (38.6 RT) 9110 62044 6ETENT1ON POND SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL _ ^- QUANT ITIES. 1 1,8,16 620-15 84TH AVE 48+50 (59 LT) TO 84TH AVE 46+52 (68 LT) 1 SEE WETLAND LU MITIGATION GRADING PLAN FOR D20 -16 84TH AVE 46+50'(59.0 LT) TO AR3 90 +52 (43 LT) -890+52(109.0 TITI ADDITIONAL QUANTITIES. A 620-17 l RT) TO L 890 +50 (124.3 FIT) 1 621 -1 AR2 44+00 (RT) - " "' SEE QUANTITY TABULATION- PAVcIi9ENT MARKING FOR ADDITIONAL QUANTITIES. 622'1 AR2 46+50 (RT) 1 2,.16 D22 -2 AR2 46 +76 (12 FIT) TO AR2 46+57 (17 RT) 11,16 D22 -3 L 1050+15 (70 LT) TO L 1050 +15 (106 LT) 36 5 522-4 L 1050 +60 (65.0 LT) TO L 1050 +60 (90.0 LT) 622 -5 L 1 050 +30 (90.0 LT) TO L 1053+68 (96.0 LT) - 3,4 D22-6 AL2 53+86 (12.0 FIT) TO AL2 54 +00 (19.0 LT) 1 1 12 622-7 AL2 54+00 (190 LT) TO AL2 56 +36 (19.0 LT) 12 622-8 AL2 55 +80 (25.0 LT) TO AL2 56+36 (19.0 LT) _ 622 -9 AL2 56 +36 (19.0 LT) TO AL2 59 +00 (52.8 LT) s 2 9,10 D22 -10 DETENTION POND 12 622 -11 L 1057 +00 (57.0 LT) TO L 1060 +00 (57.0 LT) SE IEET TOTAL 52 1 3 REGION NO. STATE FED. AID PROJ. NO. SR 367 SN 18 07/08/05 1 O WASH ) 5T ST SW B O # BOTH ST DESIGNED BY J. BUOY B. BASSERI 11/28/05 .01;x# t s s At �4 rbs% 3 r sv a;' x _ ° a n 'E o �esst STAGE 3 e S�9EET 210 ENTERED SY CHECKED BY K. EzEO96EKE 1/28/O J. JOHN SON _ 01/06/06 iEj w # its :... REVISED GEN. NOTES - I..: JOB NURSER OSA031 NO. 091 STRUCTURE NOTES 861 F'ROJ. ENGR. REGION ADM L. ENG GATE IOATE REVISED CODE D22 -2; REVISED REVISION TOTALS BGB CONTRACT BY SHEETS _ GENERAL Ni�TES. NOTE: "CODE Z Ir z z z ? 5 THE FIRST NUMBER OF THE � � cc Cc � � <t DESIGNATION` BELOW REFERS TO THE SHEET � � w � < � � � _¢ fn � ¢ � co Lu NO, OR THE SHEET REFERENCE NO. SHOVSING Lu � a- Z z z a z z z O 2 C < W CL ® < U � ? THE DRAINAGE FEATURE. z o- � � z 1° I- � p- c5;� O- �� aT �� I-� U) a r� Wd z <(D z a� THE SECOND NUMBER REFERS TO THE z ft1 = w O �! L: ui zCL L: � za- w uj °� � Jz `r � Lz � � �( � z Z(n z (n af w 9 DRAINAGE FEAT URE FOUND ON THAT SHEET. a� S.1 eL ffii C`_i :i9 �+- L&.1 r- z9- gyp C- Za- m �- � °" � � (,� z uj a:cr ma: CC crCL �°' G yep C+3 J 1 Cj 00 0a h 0(n t3(P1 CJCtl GJCd? (n0- (nCL 6l (A� iL(! CODE LOCATION � N UNIT OF MEASURE 2. � EACH EACH L.F. x L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. 12 ?.CONNECT TO EXISTING PIPE. D19- 11881 +50 (84.5 FIT) TO AR3 83+50 (14.0 RT) _ 200 200 - T .'M 12 2 SEE OUTFACE PROTECTION DETAIL, SHEET DD3. D19 -1 AR3 83 +5fl (14.fl RT) TO AR3 85 +50 (14.0 RT) :. :. ..> : :: 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, D20 -1 -L885+25 (LT) - 17 12,17 SHEET DDB. D20-2 L 885 +50 (74.0 LT) TO AL3 86 +00 (26.0 LT) 50 3.. ... 4. SEE TYPICAL DITCH SECTION, SHEET DD3. - 12,17 5. SEE UNDERDRAIN DETAIL, SHEET DD1. D2073 AL3 86 +00 (26.0 LT) TO AL3 86 +50 (26.0 LT) _ -- 50 - - - - - -- u 12,17 12,17 B SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, D20-4 AL3 86+50 (26.0 LT) TO AL3 87 +50 (26.0 LT) 100 Et30. _ 520 5 AL3 87 +50 (26.0 LT) TO AL3 90 +d0 (26A LT) 250?``. :`..; SHEETS DD4 AND DDS. D20 6 AL3 90 +00 (26.0 LT) TO AL3 92 +00 (26.0 LT) 1 200 20 _ 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. D20 -7 AL3 90+47 (CL & LT) D20-8 AL3 92 +00 (26,0 LT) TO AL3 93 +25 (30.0 LT) 1 171 171 - 8. SEE FLOW CONTROL STRUCTURE DETAILS, AND PROFILE INFORMAITON, SHEETS DD20 520-9 AL3 92 +97(LT) _ T 2,16 PROTECTION, TO DD22. 520 -10 AL3 93+25(30.0 LT) TO AL3 93+18 (48.0 LT) - POND DETAILS, SHEETS DD16 TO - - 55 2,16 9. SEE DETENTION D20-11 AL3 93_+25 (30.0 LT) TO AL3 93 +33 (35.2 RT) 1 DD19. D20-12 AL3 94 +35 (FIT & LT) 520 -13 AL3 94 +50 (15.7 RT) TO AL3 94 _ +50 (38.6 RT) D20 14 DETENTION PONS J 24 _ _ 24 - - - - 9 10 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. S S EE UNNAMED CREEK PLAN, SHEET UCP. A 3'0 X14 _ _._ -� -- ? : ': 3 ' ;' :.: ;R' D2d -15 84TH AVE 46 +50 (59 LT) TO 84TH AVE 46+52 (68 LT) 19 9 10 1,8,16 11. USE PIPE COLLAR STD. PLAN 6-23. D20-16 84TH AVE 46 +50 (59.0 LT) TO AR3 90 +52 (43 LT) 1 17 319 1 1 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE 62-0:-1-7 L 890+52 (109.0 RT) TO L 890 +50 (124.3 RT) 17 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, D21 -1 AR2 44 +00 (RT) _ AND USE BOLT DOWN GRATE, STD. PLAN B-4d. D22 -1 AR2 46 +50 (RT) 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D22 -2 AR2 46 +76 (12 FIT) TO AR2 46+67 (17 RT) 10 _ 10 2,16 D22 -3 L 10'50 +15 (70 LT) TO L 1050 +15 (106 LT) 11,16 14. SEE OLEANOUT STRUCTURE DETAIL, SHEET DD7. D22 4 L 1050 +60 (65.0 LT) TO L 1050 +60 (90.0 LT) - - _ 5 FLOW SPREADER DETAIL, SHEET DD23. 15. SEE LEVEL D22 -5 L 1050 +30 (90.0 LT) TO L 1053 +68 (96.0 LT) 3,4 D22 -6 AL2 53 +86 (12.0 RT) TO AL2 54 +00 (19.0 LT) 29 29 1 D22 -7 AL2 54 +00 (19.0 LT) TO AL2 56 +36 (19.0 LT) - 236 236 12 1522 -8 AL2 -55+80(25.0 LT) TO Al 56 +36 (19.0 LT) 12 36 (19.0 LT) TO AL2 59 +00 (52.8 LT) _ 264 - _ 264 2 POND MD22-10DETENTION 00 (57.0 LT) TO L 1060 +00 (57.0 LT) 300_ - 300 12 12 : rt: SI3EETO�AL .:.> :. :;;:::; . :3,: '; 6s :`. ?'. .. ?I€ :` > : : > :: 9 _ 3.. :' : : : : >' :; `. 374 REGION NO. STATE FED. AIF} FROJ. NO. � SR 167 SN 19 - '15TH ST SW TO S 1 BOTH ST CeESIGNit } BY J. BUOY 07/08105 10 WASH ENTEREDB 1� B.BASSER': 11/28/d57f0f$..i389'33EP€ii�,( ( >} State of gta STACa3 SHEET 211 OF STRUCTURE NOTES 861 SHEETS GHECICE® F3i K. E E014EI/iE 11/25/051 r &zyn .. € JOB NUMBER PROD. ENGR. J. JOHNSON - 6 4J1 )/a'3 O6 REVISED CODE 922 2, REVISEv TOTALS 05AO31 RE-G ON AD L. ENG _ ADDED BED ITEM REV'S GEN. NOTE BGB CONTRACT NO. DATE DATE I REVISION BY GENERAL NOTES: z w w DTE: . w Lu AE FIRST NUMBER OF THE "CODE ® a. ® (L LLJ e ESIGNATION" BELOW REFERS TO THE SHEET cr cc 0- D. OR THE SHEET REFERENCE NO. SHOWING Q crs " ' '''`' ''''" LL ® a:9 0' ® Z Lu AE DRAINAGE FEATURE. a 0 ¢ �` z -' �' l= C3 z O z 0 z LL LL fE SECOND NUMBER REFERS TO THE m m z U 0 w Lu z LU I- CC 4 -r C.1" cr z 0 ;'.? : ::: d d < f- cr C3 �` U i.:! !EI P.t! RAIbNAGE FEATURE FOUND ON THAT SHEET. �:':: >:':: >::: CO p z i- «g _s !- W, m cif d }d2 Q < ui Z Zc zcc< uj 00 h- LL 7 (n ui s. 0 N C9 to7 C1_ U U3 L) L U L G U} !DE LOCATION `;o i UNIT OF MEASURE )e C.Y. EACH C.Y. S.F. C Y C.Y. C.Y. EACH EACH EACH S.Y. S.Y. 3-11 L 881 +50 (84.5 FIT) TO AR3 83 +50 (14.0 FIT) 70 150 12 -- - 16. SEE STET. PLAN B -7¢ FOR BEVELED END SECTION. 3 12 AR3 83 +50 (14.0 RT) TO AR3 85 +50 (14.0 RT) 180 1270 12 17. SEE LAYOUT -WALL SHEETS W 1 -W 14, AND BLOCKOL FOR DRAINAGE CONNECTION, SHEET bWD2. 0 1 L 885 +25 (LT) 1 17 0-2 L 885 +50 (74.0 LT) TO AL3 86 +00 (26.0 LT) 70 190 12,17 18. SCHEDULE INSTALLATION TO AVOID POTENTIAL CONFLICT WITH ITS. SEE ITS SHEETS. 0-3 AL3 86 +00 (26.0 LT) TO AL3 86 +50 (26.0 LT) 70 240 12,17 19. SCHEDULE INSTALLATION TO AVOID POTENT AL 0 -4 AL3 86 +50 (26.0 LT) TO AL3 87 +50 (26.0 LT) 140 520 12,17 CONFLICT WITH ELECTRICAL WORK. SEE ILLUMINATIflr U -5 AL3 87 +50 (26.0 LT) TO AL3 90 +00 (26.01-T) 390 1540 12,17 SHEETS_ 6 -6 AL3 90 +00 (26.0 LT) TO AL3 92 +00 (26.4 LT) 390 1560 20. USE BOLT DOWN CRATE, STD. PLAN B-4d. 0 -7 AL3 90+47 (CL & LT) 1 21. USE BOLT DOWN SOLID METAL COVER AND FRAME. 0-8 AL3 92 +00 (26.0 LT) TO AL3 93 +25 (30.0 LT) 250 730 1 t SEE STD, PLAN B-2. 0-9 AL3 92 +97(LT) 1 )-10 AL3 93 +25 (30.0 LT) TO AL3 93+18 (48.0 LT) 10 2,16 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POST: ARE PER DETAIL SHEETS DD7, AND DD9 TO DD1 i. )-11 AL3 93 +25 (30.0 LT) TO AL3 93 +33 (352 FIT) 20 2,16 )-12 AL3 94 +35 (FIT & LT) 1 23, SEE SHEETS DV1 -DV9 FOR VAULT DETAILS. )-13 AL3 94 +50 (157 RT) TO AL3 94 +50 (38,6 FIT) 20 * SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL 14 DETENTION POND 1360 9110 QUANTITIES. ) -18 AR3 85 +50 (14 FIT) TO AR3 84 +50 (60 RT) 270 1840 2,12,16 ) 15 84TH AVE 46+50 (59 LT) TO 84TH AVE 46+52 (68 LT) 40 40 1 1, '1 " SEE WETLAND MITIGATION GRADING PLAN FOR ) -16 84TH AVE 46 +50 (59.0 LT) TO AR3 90 +52 (43 LT) 270 40 1 1 ADDITIONAL QUANTITIES. ) -17 L 890+52 (109.0 FIT) TO L 890 +50 (124.3 AT) 14 1 1 1 -1 AR2 44 +00 (RT) 10 20 1 1 1 "` SEE QUANTITY TABULATION - PAVEMENT MARKING F - ADDITIONAL QUANTITIES. 2 -1 AR2 46 +50 (RT) 2 16 2 -2 AR2 46 +76 (12 RT) TO AR2 46+67 (17 FIT) 10 30 2 -3 L 1050 +15 (70 LT) TO L 1050 +15 (106 LT) 10 10 11,16 2-4 L 1050 +60 (65.0 LT) TO L 1050 +60 (90.0 LT) 113 20 5 2 -5 L 1050+30 (90A LT) TO L 1053+68 (96.0 LT) 3,4 2 -6 AL2 53 +86 (12.0 FIT) TO AL2 54 +00 (19.0 LT) 30 20 1 2-7 AL2 54 +00 (19.0 LT) TO AL2 56+36 (19.0 LT) 230 670 12 2-8 AL2 55 +80 (25.0 LT) TO AL2 56 +36 (19.0 LT) 60 70 12 2 -9 AL2 56 +36 (19.0 LT) TO AL2 59 +00 (52.8 LT) 120 560 2 ? -10 DETENTION POND 1170 9,10 ? -11 L 1057 +00 (57.0 LT) TO L 1060 +00 (57.0 LT) 260 410 12 SHEET TOTAL 9910 1: <' :' 6 3 2530 20 REGION NO. STATE FED. ABD P9iO.1. . -- SR 167 SC _. SIGNED BY J. BUOY 07/08/05: �) >� ; � ar l3ssf r ll 10 WASH 15TH ST SW TO S IBOTH ST TERED BY B. BASSERI 11128105 01127/06 ADDED CODE 620-18 & NOTES; DEL CODE 019-13 I o� �' STAGE 3 SE K. ECKED BY EZEOFCEICE 1'1128105 REVISED OTY'S & TOTALS BGB JOB NUMBER 0J. ENGR. 1J. JOHNSON 01106106 REVISED CODE D22-2, GEN. NOTES 05A031 GION ADM. I L. ENG - REVISED CITY'S; CROSS REF'D ITEMS BGB CONTRACT NO. STRUCTURE NOTES € DATE I DATE PREVISION BY SR _ GENERAL. NOTES: NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET 0 tz Z _ Z ua NO. OR THE SHEET REFERENCE NO. SHOWING � z oaa cv r `. ct3 w 8 < w THE DRAINAGE FEAT URE. `z z 0 0 � Lu � CL ......... cn Lu a- Lu IL L1 E :2� THE SECOND NUMBER REFERS TO THE G U.; a. Lu af DRAINAGE FEATURE FOUND ON THAT SKEET. a � � ° � cc '' s " ?'`? m c � eu `' C3 u�uj Iu cl z fr uj cr (n c_ 1 C3 C^ O ® 413 CODE LOCATION UNBT OF MEASURE EACH C.yt C.Y. S.Y. EACH EACH TON L.F. L.F. L.F. 3,4 1. CONNECT TO EXISTING PIPE. D22 -12 DR2 57+00 {31.7 RT} TO DR2 63+50 (33.8 RT) 10 - 2. SEE OUTFACE PROTECTION DETAIL, SHEET DDS. _b2_3 :_l _AL2_ 62 +50 (55.0 LT) 2'8 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, X23 -2 Al 62 +60 (45.0 LT) TO AL2 65 +80 (46.0 LT) 10 3 °� SHEET DD6. 023 3 AL2 65 +10 (RT & LT) # 1i AR2 + {1 €O >a:RT 4. SEE TYPICAL DITCH SECTION, SHEET DD3. . 1 1 _. 12 6. SEE iINDERL2RAaN DETAIL, SHEET LBDi, D23-4 L 1060 +00 {57.0 LT} TO L 1062 +50 (57.0 LT) 1 D23-5 L 1062 +50 (57.0 LT) TO AL2 63 +24.S (33.0 RT) - 1 1.5 150 12,16 6, 14,15,22 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, 023 -6 AL2 63 +50 {43,0 RT} TO AL2 65 +00 (28.4 FIT) 430 Z.10 SHEETS DD4 AND 8306. 62$-7 5R2 65 +00 (28.4 Rr,) TO DR2 64 +30 (40.0 FIT) 3 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. D23 -8 DR2 60 +50 (26.0 RT) TO DR2 63+00 (26.0 FIT) D23-9 DR2 63 +00 (26.0 FIT) TO DR2 63 +25 (33 FIT) 1.5 6,16 8. SEE FLOW CONTROL STRUCTURE DETAILS, €323 -10 DR2 63 +50 (35 FIT) TO DR2 65 +50 (34 RT) 1440 200 5,14,15,22 PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 023 -11 DR2 65 +50 {39 RT} TO DR2 66 +00 (30 RT} TO DD22. 9. SEE DETENTION POND DETAILS, SHEETS DD16 TO D23 -12 DR2 65 +30 (FIT & LT) - DD19. D23 -13 L 1065 +90 (65 FIT) TO DR2 66 +00 (30 FIT) D23-14 DR2 66 +00 (30.0 RT) TO DR2 67 +25 (27 FIT) -- 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. SEE UNNAMED CREEK PLAN, SHEET UCP. 023-15 DR2 67 +25 (27 FIT) TO DR2 67 +50 (27 FIT) - 11 . USE PIPE DOLLAR STD. PLAN e -28. 623 -16 DR2 67 +50 (27 RT) TO L 1068 +50 (88 FIT) 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, 023 -17 L1068 +50 (88 RT) TO L 1070+99 (77 RT) $ 0 1323 -18 i 1068 150 (101 RT) TO L 1011 +15 (102 RT} 1 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. D23 -20 L 1070 +97 (72 FIT) TO L 1070 +97 (100 RT) Ti 16 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. D23-21 L 1070+99 (77 FIT) TO L 1071 +70.9 (75.6 FIT) 21 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET D023. 023-22 L 1071 +70.89 (76 FIT) TO L 1071 +70.89 (101 FIT) 023-23 L _1071+15(l 02 RT) TO L 1075 +98 (100 FIT) 80 6 3,4 D23 -24 DR2 68 +50 (34 R T) TO L 1068 +50 (101 FIT) 23 3'4 D24-1 L 1073 +15 (71 FIT) TO L 1073 +24 (71 FIT) 21 024.2 L 1073 +25 (RT) TO L 1075+59 (RT) SHEET TOTAL :' : �': >:. >: 2159 2 > � f 12 350 -,REGION ND. ST TE ED. AID R . N . - SIR 167 SIN 21 DESIGNED BY J. BUOY 07108/05 10 WASH, 15TH ST SW TO a 180TH ST ENTERED SY B. BASSERI 11/28/05 Alow viastel t� T/AfF DopmtmeM of Transpectatmm STAGE 3 SHEET 213 C6 EC9CED BY 8 {. EZEOB{EIC 1112$105 Stf x t3D : # t1 t�C r.>� r 1� 3atite� JOB NUMBER .€ PROD. ENGR, J. JOHNSON ........ 73 8 _ 05 031 CONTRACT NO. OF STRUCTURE NOTES 861 REGION ADM. L. ENG I ?I Et1t3'S >OiA .... t� ...s DATE DATE REVISION Si° SHEETS SHEETS GENERAL NOTES: z z NOTE: THE FIRST NUMBER OF THE 'CODE r 00 DESIGNATION" BELOW REFERS TO THE SHEET � � a- � Lu � � cr r X � � NO. OR THE SHEET REFERENCE NO. SHOWING � CL � w r r LLI THE DRAINAGE FEATURE. _ > > _ CL � U CLLU a: CL a > p z z U :� z3 t3 yC ua z 's Z THE SECOND NUMBER REFERS TO THE L < ¢ g (n DRAINAGE FEATURE FOUND ON THAT SHEET. � -j Ij -j -j O 9— ¢ � � � w U � () < 0 O 9u W ¢ -j U s :5 <t Q w Lu cc 0 0 cra ® U3 CJ U) F Cif rep 0 149 � -j 0 00 d. ) U U) CODE LOCATION �f 1 UNIT OF MEASURE 3 L.F. L.F. L.F. L .F. L.F. G.Y. G.Y. EACH EACH EACH EACH EACH D22 -12 DR2 57 +00 (31.7 RT< TO DR2 63 +50 (318 RT) 3,4 $ rF# I6�E# Via`;.£ i£3I �iO�RITQA MR T�32E ,..:.. ........ ..... .. 17. SEE t AYOUT -WALL SHEETS W1-W14, AND BLOCKOUT 1 2,8 D23 1 AL2 62 +5d (55.0 LT) FOR DRAINAGE CONNECTION, SHEET W D2. D23 -2 AL2 62 +60 (45.0 LT) TO AL2 65 +80 (46.0 LT) 3 4 623 -3 AL2 65 +10 (RT & LT) 18,.:$Q H DUL 9I�fST ,L1(TI�3N TC7 AVfl9D Pt31.E�dT'AL _... TM AI4d^c`'a.t•4c'3:tIR�.': _ is <:;<k.�:: ?:?::: . i?`# g,.z':":,s�#, ...:.:....:..;. .._..._ iAr 7 � D23 -4 L 1060+00 (57.0 LT) TO L 1062 +50 (57.0 LT) i2 19. SCHEDULE INSTALLATION TO AVOID POTENTIAL SEE ILLUMINATION D23-5 L 1062 +50 (57.0 LT) TO Al 63 +24.8 (33.0 RT) 118 12,16 WITH ELECTRICAL WORK. SHEETS. SHEETS. D23 -6 AL2 63 +50 (43.0 FIT) TO AU 65+001,28.4 FIT) 13 6 1 } 6,14,15,22 D23 7 DR2 65+04 (28.4 R) p TO DR2 64 +30 (40.0 RT) 2,16 , >::;:: >:> <::;:: w: -*VS;ti , :FK )fid k y 0 t.# I( -- 23- DR2 +50 26.0 R TO DR2 63 +00 26.0 RT } Cy *C y: .*i:: X 0A..* ::: ::::::::::::::::::::::::::::::. D23 -9 DR2 63 +00 (26.0 FIT) TO DR2 63 +25 (33 RT) 26 i 6,16 # ? A. .. D23 10 DR2 63 +50 (35 FIT) TO DR2 65 +50 (34 RT) 13 70 } } 6;14,15,22 D23-11 DR2 65 +50 (39 RT) TO DR2 66 +00 (30 FIT) 55 22, COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS DETAIL SHEETS DD7, AND DD9 TO DD11, ARE PER D23 12 DR2 65 +30 (RT & LT) : KIR �3a >:: >`.> > ?:'' . R + 30 RT + 6 RT TO DR2 66 00 D23-13 .1065 90 5 ; DR2 66 +d0 (30.0 RT) TO DR2 67 +25 (27 RT) .3 j s €lF > t ?3EikYtX1 sff ... .......::: DR2 67 +25 27 RT TO DR2 67 +50 :::: �.::.:::::::::::...:::. ............................... D23 -16 DR2 67 +50 27 RT TO L 1068 +50 88 RT ;i : :.;::::;.;;•.;:;:.;::;::::::::: ; ::::: :::::::::::.;:;::;:;.;::;.;:::. D23 17 L1068 +50 (88 RT) TO L 1070 +99 (77 RT) -- — 1d 1 1 +1 (1 T + d 101 RT TO L 07 5 02 R D23 18 L 1 d68 5 ( ( ) D23-20 L 1070 +97 (72 FIT) TO L 1070.97 (100 RT) 25 11,16 D23 -21 L 1070 +99 (77 RT) TO L 1071+70.9 (75.6 FIT) 21 D23 -22 L 1071 +70.89 (76 RT) TO L 1071 +70.89 (101 FIT) 25 D23 -23 L 1071 +15 (102 R T) TO L 1075 +98 (100 FIT) 3,4 D23-241 DR2 68 +50 (34 FIT) TO 1.1068 +50 (101 FIT) 3,4 D24 -1 L 1073 +15 (71 RT) TO L 1073 +24 (71 RT) 285 21 '':`'': >:> 524 -2 L 1073+25 (RT) TO L 1075 +59 (RT) SKEET TOTAL 366 169 25 130 2 2 t m:': #< ><: REGION NO. STA E F D M E) PAM. NO. SR 167 SN 22 J. BUOY 07/08105 B. BASSERI 11/28105 10 WASH Wast 1 STH ST SW TO S 180TH ST STAGE 3 DESIGNED BY ENTERED BY SHEET �s1x' _ f ° NlIb�BER — rlesaeoicaf 8mta8eans 214 CHECKED BY K. EZEOKEKE 11/28105 :...1 ......... J. JOHNSON L. ENG DATE DATE I�£3T d i a> € E 4 :; k ?]~C � D 14; $ > .... �I 1 .. ..... REVISION BY "OiiB 058031 CONTRACT NO. STRUCTURE NOTES OF 861 SHEETS PROD. ENGR. REGION ADIt1. s �s GENERAL NOTES: NOTE: "CODE z Lu a. a: z z THE FIRST NUMBER OF THE � a- a 0 cc a: � 3 z ¢ DESIGNATION" BELOW REFERS TO THE SHEET V- e" Lu I- F < � � ¢ � � x n � m 0 co NC. OR THE SHEET REFERENCE NO. SHOWING _q ® _¢ CO M < uv L 2 Lu THE DRAINAGE FEATURE, CL z z z z z z z ® C I- O F z d � e� z z > 2 0- a ;'� b- L) ®T fl ac I- cn ¢ cn ¢ z° ¢ C3 ¢ THE SECOND NUMBER REFERS TO THE � ? 0 I- LV Uu u: ui ua u ¢ m ¢ � � z ( � z z fn z DRAINAGE FEATURE FOUND ON THAT SHEET. cos ¢ � ¢ � LL z - M CL z a. z a. z - � - z Lu � � w -+ � z ¢ ¢ ¢ i1ss z Mcr CC cc 4 :CC Ix� �r �CD U) us�, cU H I--5 ° uv � > ul � ua >.� u.� >� w SC w _CL z uJ < z u,I tC4d1< III � exc U 0 <:5 C3 is cd) w aw t} co -jL c.) Cos I� U cn -juJ iJ U) U- U) a 0 - U) n �I- u- U) �' a!-- u �' � 2 u� 0) CODE' LOCATION `a t UNIT OF MEASURE � EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. � L.F. 3 4 1. CONNECT TO EXISTING PIPE. D22 -12 DR2 57 +00 (31.7 RT) TO DR2 63 +50 (33.8 RT) 522-14 AR2 50 +50 (20 FIT) TO AR2 48 +58 (12 FIT) 192 192 2. SEE OUTFACE PROTECTION DETAIL, SHEET L;D3. 523-1 AL2 62 +50 (55.0 LT) 33 I 33 2'$ 3. SEE BITCH SCHEDULE FOR PROFILE INFORMATION, 523 -2 AL2 62 +60 (45.0 LT) TC AL2 -65+80(46.0 LT) 3,4 SHEET DD6. D23-3 AL2 65 +10 (FIT & LT) RT) 182 1$2 4. SEE TYPICAL DITCH SECTION, SKEET DD3. D22 -15 AR2 43 +58 (12 RT) TO AR2 46 +76 (12 522-16 AR2 49 +27 (7.2 FIT) _ 250 12 5.S EE UNDERDRAIN DETAIL, SHEET DDI. 523-4 L 1060 +00 (57.0 LT) TO L 1062 +50 (57.0 LT} 250 523 -5 L 1062 +50 (57.0 LT) TO AL2 63 +24.8 (33.0 FIT) 12,16 6,14,15,22 6, SEE ECOLOGY EMBANKMENT T PRdF,LE I IFdRMATId , 523-6 AL2 63_ +50 (43.0 FIT) TO AL2 65+00 (28.4 FIT) 2,16 SHEETS S DD4 AND DD5. D4 523-7 DR2 65 +00 (2$.4 FIT) TO DR2 64+30 (40.0 FIT) 58 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 523 -8 DR2 60 +50 (26.0 FIT) TO DR2 63 +00 (26.0 RT) 300 300 523 -9 DR2 63 +00 (26.0 FIT) T 0 DR2 63 +25 (33 FIT) 6,16 8. SEE FLOW CONTROL STRUCTURE DETAILS. D23 -10 DR2 63 +50 (35 FIT) TO DR2 65 +50 (34 FIT) 6,14,15,22 PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 TO DD22. 1523 -11 DR2 65 +50 (39 FIT) TC DR2 66 +00 (30 FIT) 9. SEE DETENTION POND DETAILS, SHEETS DD16 TO 523-12 DR2 65 +30 (FIT & LT) DD19. 523 -13 L 1065 +90 (65 FIT) TO DR2 66 +00 (30 RT) - D23 -14 DR2 66 +00 (30.0 FIT) TO DR2 67 +25 (27 RT) 1 125 125 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. _ - SEE UNNAMED CREEK PLAN, SHEET UCP. 523 -15 DR2 67 +25 (27 FIT) TO DR2 67 +50 (27 FIT) 1 25 25 11. USE PIPE COLLAR STD. PLAN B -28. 523 -16 DR2 67 +50 (27 FIT) TO L 1068 +50 (88 FIT) 1 100 100 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE 250 FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, 523 -17 L1068 +50 ($$ RT) TO L 1070 +99 (77 RT) 1 250 10 AND USE BOLT DOWN GRATE, STD. PLAN B 4d. D23 -18 L 1068 +50 (101 RT) TO L 1071 +15 (102 FIT) 13, SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. 523 -20 L 1070 +97 (72 RT} TO L 1070 +97 (100 RT} 11,16 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. D23-21 L 1070 +99 (77 RT) TO L 1071 +70.9 (75.6 FIT) 1 215 215 21 DD23. 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET 523 -22 L 1071 +70.89 (76 RT) TO L 1071 +70.89 (101 FIT) 1'11 523-23 L -1071+15(102 FIT) TO L 1075+98 (100 FIT) 3,4 523 -24 5R2 68 +50 (34 FIT) TO L 1068 +50 (101 FIT) 3,4 524-1 L 1073 +15 (71 FIT) TO L 1073 +24 (71 FIT) 1 9 9 21 524 -2 L 1073+25 (FIT) TO L 1075 +59 (RT) 23 SHEET TOTAL 5 1 # � : 924 1757 :::: 58 60 . REGION N0: STATE FED. AID PROJ. NO- SR 167 Std 23 DESIGNED BY J. BUOY 07f08f05t€ �fl�i I €3} (S ::;: 10 WASH 15 $ F9 ST SW TO 1$Ui$ ST ENTERED BY B. BASSERI 11/28/05 01/27/06 DELETED BID ITEM BGB Washkigt®s� Mpmumm a Tmmporwion STAGE 3 SHEET 215 CHECKED BY K. EZEOKEKE 11/28/05 01/06/06 ADDED CID ITEM & CODES D22- 14,15,16 JOB NUMBER PROJ. ENGR. J. JOHNSON DELETED CODE D22 -13 05AO31 OF STRUCTURE NOTES 861 REGION ADM. L. ENG REVISED QTY S, TOTALS, GEN. NOTES B€ 13 CONTRACT Pleb. SHEETS DATE - ATE REVISION BY 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. w I° 4 d e t O � 5 w x u- I- ' w C3 - � (nU <t u7 r� F- w L3 z �" cc < c)w ::: >:::: >:::: >::::> :: »:: >:: >::: 5::::: >:> yj; .a 1 Lu cr u- u- t2 UQ m 0 �m > w c p (3N z Q p � u_ _, `u- UDC m > s d< < = u1 a. FL 0 z 0 :� t'3 0- w < x 0 d �- raj w a- � Cc wGF`y z � 0 0 c w x z z d d F= 0 � � d �w cn u) 0d 0 Uw w W I - w O z O d cc 5 Ij d cc � � 0 0 x UcL® va d a z w Lu cry GENERAL NOTES: CODE LOCATION Y X UNIT OF MEASURE )o C.Y. EACH C". S.F. C.Y. C.Y. EACH EACH EACH S.Y. S.Y. 3,4 16. SEE STD. PLAN B -7a FOR BEVELED END SECTION, D22-12 DR2 57 +00 (31.7 RT) TO DR2 63 +50 (318 RT) D22-14 AR2 50 +50 (20 FIT) TO AR2 48 +58 (12 FIT) _ 230 1620 17. SEE LAYOUT -WALL SHEETS W 1-W!4, AND BLOCKOUT LT D23`1 AL2 62 +50 55.0 ( ) 5a 50 2'8 FOR DRAINAGE CONNECTION, SHEET WD2. 523 2 AL2 62 +60 (45.) LT) TO AL2 65 +80 (46.0 LT) 3,4 D23 -3 AL2 65 +10 (FIT & LT) 2 18. SCHEDULE INSTALLATION TO AVOID POTENTIAL D22`15 AR2 48 +58 (12 FIT) TO AR2 46 +76 (12 RT) 230 1610 CONFLICT WITH ITS. SEE ITS SHEETS. 522 -16 AR2 49 +27 (72 FIT) 1 523-4 L 1060 +00 (57.0 LT) TO L 1062 +50 (57.0 LT) 270 1910 12 19, SCHEDULE INSTALLATION TO AVOID POTENTIAL SEE ILLUMINATION 523 -5 L 1062 +50 (57.0 LT) TO AL2 63 +24.8 (33.0 RT) 140 990 12,16 CONFLICT WITH ELECTRICAL WORK. 'HEFTS. D23 -6 AL2 63 +50 (43.0 RT) TO AL2 65 +00 (28.4 FIT) 30 4 120 10 16 270 6,14,15,22 DR2 65+00 (28.4 FIT) TO DR2 64 +30 (40.0 FIT) 2'16 20. USE BOLT DOWN GRATE, STD. PLAN B -4d. DR2 60 +50 (26.0 FIT) TO DR2 63 +00 (26.0 RTl LD21 590 4170 21. USE BOLT DOWN SOLID FIE T AL COVER AND FRAME. DR2 63 +00 (26.0 FIT) TO DR2 63 +25 (33 Rl) 30 160 6,16 SEE STD. PLAN B -2. DR2 63 +50 (35 RT) T® 5R2 65 +50 (34 RT) DR2 65 +50 (39 RT) TO DR2 66 +00 (30 Rte) 2a 4 30 _ 1a 17 29a 6,14,15,22 22. COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS DD11. - ARE PER DETAIL SHEETS DD7, AND DDS TO 523-12 DR2 65 +30 (FIT & LT) - 2 23. SEE SHEETS DV1 -DV9 FOR VAULT DETAILS. 523 13 L 1065 +90 (65 FIT) TO DR2 66 +00 (30 RT) 523-14 DR2 66 +00 (30.0 FIT) TO DR2 67 +25 (27 FIT) 120 740 - • SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL QUANTITIES. DR2 67 +25 (27 RT) TO DR2 67 +50 (27 RT) 30 170 " SEE WETLAND MITIGATION GRADING PLAN FOR DR2 67 +50 (27 FIT) TO L 1068 +50 (88 RT) 120 750 ADDITIONAL QUANTITIES. PAVEMENT MARKING FOR L1068 +50 (88 FIT) TO L 1070 +99 (77 FIT) [D23 190 1230 SEE QUANTITY TABULATION - ADDITIONAL QUANTITIES. L 1068 +50 (101 RT) TO L 1071 +15 (102 RT) 10 L 1070 +97 (72 RT) TO L 1070 +97 (100 RT) 40 250 1 , D23 -21 L1070+99( 7 RT) TO L 1071 +70.9 (75.6 RT) 290 1860 21 L 1071 +70.89 (76 FIT) TO L 1071 +70.89 (101 FIT) 1,11 L 1071 +15 (102 RT) TO L 1075 +98 (100 FIT) 3,4 DR2 68 +50 (34 FIT) TO L 1068 +50 (101 FIT) rD24-1 3,4 L 1078 +15 (71 FIT) TO L 1073 +24 (71 RT) 21 L 1073 +25 (RT) TO L 1075 +59 (RT) �:: �0 23 ILL SR $ 6T SIN 24 15TH ST SAY TO S 1 BOTH ST STAGE 3 SHEET 216 OF STRUCTURE NOTES 861 SIiEE f 3 SKEET TOTAL 50 8 ;;;; 15510 (3':' 20 33 1 5 560 REGION NO. STATE FED. AID RROJ NO. - DESIGNED BY J. BUOY 07/08!05 10 WASH ENTERED BY B. BASSERI 11/28105 £)mss CHECKED BY K. EZEOKEKE 11128105 0`1106105 ADDED CODES D22- 14,15,16 dOB NUMBER of PROJ. ENGR. J, JOHNSON DEL. CODE D22 -13; CROSS REPD ITEMS 05A031 REGION ADM. L. ENG REVD QTY'S,TOTALS,GEN. NOTES BGB CONTRACT NO. DATE I DATE REVISION BY I I 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 'y T UNIT OF MEASURE)> < z n w Z a > O a: Era EACH J ¢ % 0 < Lu c 0 C.Y. ® Q Q Lu J ®2 C.Y. uj z < uj 2 0 S.Y. CL J F.- C3 EACH r �° u z CL ® EACH tr { TON Q a- to Z cc Ij = L.F. < d z � a tat M L.F. D- Z c L.F. ___.._... O � < L° uj t to GENERAL NOTE'S: 1. CONNECT TO EXISTING PIPE. 524 -3 L 1075 +53 (RT) TO L 1075 +98 (RT) - _ - - 2. SEE OUTFACE PROTECTION DETAIL, SHEET DD3. 524-4 024 -5 L 1075 +90 (RT) TO L 1076+25 (RT) L 1076 +25 (66.5 FIT) TO L 1076 +25 (80 FIT) 17 17 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, SHEET DD6. 4. SEE TYPICAL DITCH SECTION, SHEET DD3. 1324 -6 L 1075 +90 (70 FIT) OO L 1075 +98 (100 FIT) _ 3 2,16,17 5. SEE UNDERDRAIN DETAIL, SHEET DDt. - 524 -7 024 -8 L 1076 +25 (80 R T) TO L 1078 +07 (109.9 RT) L 1077 +00 (65.9 FIT) TO L 1077 +75 (64.4 R T) 10 1 _ - 3,4,17 1217 , 6. SEE ECOLOGY EMBANKMENT PROFILE INFORMATION, SHEETS DD4 AND DD5. 524 9 D24-10 L -1077+75(64.4 RT) TO -L 1078 +50 (62.9 RT) L 1078 +50 (62.9 FIT) TO L 1079+00 (61 9 RT) 1 1 12,17 12,17 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 8. SEE FLOW CONTROL STRUCTURE DETAILS, 024-11 024-12 L 1079 +00 (61.9 FIT) TO L 1079 +25 (61.4 FIT) L 1079 +25 (61 A RT) TO L 1080+25 (59.4 RT) 1 1 12,17 12,17 PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 TO DD22. POND DETAILS, SHEETS DD-16 TO 024 -13 024-14 L 1080 +25 {59.4 RT) TO L 1081 +75 (56.4 RT) L 1081 +75 {564 FIT} TO L 1083 +00 (53:9 FIT) - _- a 1 - 1 - - - _ 12,17 12,17 9. SEE DETENTION DD19. 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. 524 -15 524 -16 L 1083 +00 (53.9 FIT) TO L 1083 +75 (524 RT) L 1083 +75 (52.4 RT) TO L 1083 +75 (82.4 FIT) 1 3 12,17 2,12,17 SEE UNNAMED CREEK PLAN, SHEET UCP. 11. USE PIPE COLLAR STD, PLAN B -28. - - - - 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, AND USE BOLT DOWN GRATE, STD. PLAN B -4d, 13, SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. - - - 14. SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. SHEET T�iTAL 10 9 6 PROJECT TOTAL - ESIGNED SY J. BUOY 07/08105 NNTERED BY B. BASSERI 11128/05 CRECICED BY K. EZEOKEKE 11128 05 x t a#? PROD. ENGR. J. JOHNSON 01106106 DM REGION A L. ENG DATE DATE 29 10530 ° _ _.� _ ::::::`. < *') i 3 € `s _ :. - REVISED TOTALS ✓�y DEL/ADDED BID ITEMS; REVISED OEN. NOTE REVISION 2399 � u BGB BY 8040 REGION ND. STATN: 10 WASH JOB NUMBER 05AO31 CONTRACT R-0 ;;;;;;; ;;;; ;; ;�; :QED. ,AID PROJ. NO. 11 1 129 3140 13933 66 s ` #ors i�� c>€ 9'r a SR 167 SN 25 15TH � 9A/ i ®S 180TH ST STAGE 3 SHEET 217 flIa STRUCTURE NOTES 861 SHEETS �- GENERAL NOTES: NOTE: THE FIRST NUMBER OF THE "CODE oo X03 O DESIGNATION" BELOW REFERS TO THE SHEET CL a. CL CL ¢ �, r �_ cn NO. OR THE SHEET REFERENCE NO, SHOWING <g uj uj a Lu � Lu �- L LIJ THE DRAINAGE FEATURE. > >_ >_ a D y cE LU y y° z v U U U x U3 z� 0 a Q THE SECOND NUMBER REFERS TO THE °a d <t < Q c Q (n U) cc DRAINAGE FEATURE FOUND ON THAT SHEET . w Lu w uj Lu Z E E E E O O Z i 3: Lu < L9 S w 4 @ w S uj x J O _j O _j Lu > Q uj U U C? d L CC E 0< w U`` U3E U`$ (n 25 0< !iE U uj U I1.3 Ud1 _i -3 C? d- U® < U U CODE LOCATION of \ UNIT OF MEASURE e L.F. L.F, I L.F. L.F. L.F. C.Y. C.Y. EACH EACH EACH EACH EACH — -- 16, SEE STD. PLAN B-7a FOR BEVELED END SECTION. _ _ ». 524 -3 L 1075 +53 (RT) TO L 1075 +98 (RT) _ — - 17, SEE LAYOUT -WALL SHEETS W 1 -W 14, AND BLOCKOUT _ D24 -4 L 1075 +90 (RT) TO L 1076+25 (RT) � FOR DRAINAGE CONNECTION, SHEET WD2. D24 -5 L 1076+25 (66.5 FIT) TO L 1076 +25 (80 FIT) 15 - 18. SCHEDULE INSTALLATION TO AVOID POTENTIAL CONFLICT WITH ITS. SEE ITS SHEETS. D24 -6 L 1075 +90 (70 RT) TO L 1075+98 (100 RT) 252,16,17 19. SCHEDULE INSTALLATION TO AVOID POTENTIAL 3,4,17 CONFLICT WITH ELECTRICAL WORK. SEE ILLUMINATION D24 -7 L 1076 +25 (80 FIT) TO L 1078 +07 (109.9 FIT) SHEETS. 524 -8 L 1077 +00 (65.9 FIT) TO L 1077 +75 (64.4 FIT) 12,17 26. USE BOLT DOWN GRATE, STD. PLAN B-4d. 524 -9 L —1077+75(64.4 FIT) TO L 1078 +50 (62.9 RT) 524 -10 L 1078 +50 (62.9 FIT) TO L 1079 +00 (61.9 FIT) 12,17 21. USE BOLT DOWN SOLID METAL COVER AND FRAME. — SEE STD. PLAN B -2. D24-11 L 1079 +00 (61.9 FIT) TO L 1079 +25 (61.4 RT) 12,17 D24 -12 L 1079 +25 (61.4 FIT) TO L 1080+25 (59.4 RT) 12,17 COLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS -- D ARE PER DETAIL SHEETS D7, AND DD9'TO DD11. ARE D24 -13 _L 1080 +25 (59.4 RT) TO L 1081 +75 (56.4 FIT) _1081+75(56A �— — � —__ - -- - -- — -- — 12, 17 — 12,17 23. SEE SHEETS DV1 -DV9 FOR VAULT DETAILS. D24 -14 L FIT) TO L 1083 +00 (53.9 FIT) ` SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL D24 -15 1083 +00 (53.9 RT) I'O L 108_3 +75 (52.4 RT) L J - _ TT -- - - - 12,17 QUANTITIES. D24 -16 _L1 083+75 (52.4 FIT) TO L 1083+75 (82.4 RT) _ _ -- -- - - 2,12,17 " SEE WETLAND MITIGATION GRADING PLAN FOR ADDITIONAL QUANTITIES. MARKING FOR SEE QUANTITY TABULATION-PAVEMENT ADDITIONAL QUANTITIES. SHEET TOTAL 15 25 - PROJECT TOTAL 1844 79 25 25 1250 3340 2 45 5 4 27 REGION NO. STATE FEIN. AID PROJ. NO. SR 167 SN 26 DESIGNED BY J. BUOY 07/08905 — 10 WASH 15TH ST SW TO S 180TH ST ENTERED BY B. RASSERI 11928905 — Std �d � � � STAGE 3 SHEET 21a CHECKED BY K. EZEOKEKE 11928/05 JOB NUMBER PROJ. ENGR. J. JOHNSON x I '�a :.. I IE €I I A( ...................... Bi .. 05AO31 OF REGION ADM. L. ENG 01906906 . REVISED TOTAL & GEN. NOTES � BGB CONTRACT NO. STRUCTURE NOTES 861 DATE DATE REVISION BY SHEETS 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. CL z (n < L) 0 ------ - - --- ------ n LIJ a. z d < 0 - -- - ---- - w CL a: uj 3: w U) 0 Z tr uj 1-- cc 0 < F 2� it' uj z CL a. X Lu U) cr- 02 < .5 z z 0- L� Uj z !L- CL m x I -j 6i1 j 0 M -- q: 02 � < to ZN - L,: LLI Z 0- yj 0- a: a: > u U) Om (4) < . F zo co 0 - LL: W z 2: tea: > -j :t1 i 0 U) cc Lu en 0 0< < ioiT uj rn a. Lu cn 2 cc R cn < < uj uj Lu a. 0) a. z z < uj CIL F- z < z a) < cnJ Lu LL to z < Lu n LL a z Z (n i: < L) _j Lu < u- U) I < Z J uj (n ul 0 z < cc Lu z Lu a uj Lu GENERAL N CODE LOCATION -,f UNIT OF MEASURE� EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. L.F. 1. CONNECT TO EXISTING PIPE. --d2-4-3 L -1075+53 (RT) TO L 1075+98 (RT) 34 34 2. SEE OUTFALL PROTECTION DETAIL, SHEET DD3. --572-4-4 L 1075+90 -(RT) TO L 1076+25 (RT) -b2-4-5 L 1076+25 (66.5 FIT) -TOL 1076+25 (80 FIT) I - 30 30 17 17 3. SEE DITCH SCHEDULE FOR PROFILE INFORMATION, SHEET DD6. - 4. SEE TYPICAL DITCH SECTION, SHEET DD3. -b2-4---6 L 1075+90 (70 RT) TO L 1075+98 (100 FIT) 2,16,17 DETAIL, SHEET DDI. 5. SEE UNDERDRAIN --52-47 _L 1076+25 (80 FIT) TO L 1078+07 (109.9 RT) -b2-4-8 L 1 0-n+00 (65.9 FIT) TO L 1077+75 (64A FIT) 3,4,17 12,17 6 EMBANKMENT PROFILE INFORMATION, . SEE ECOLOGY E SHEETS DD4 AND DD5. ----75 D24-9 L 1077+75 (64.4 FIT) TO L 1078+50 (62.19 FIT) D24-10 L 1078+50 (62,9 FIT) TO L 1079+00 (61,9 RT) 75 50 75 50 12,17 12,17 7. SEE PIPE ANCHOR ASSEMBLY, SHEET DD2. 8. SEE FLOW CONTROL STRUCTURE DETAILS, b-241 1 L 1079+00 (61.9 FIT) TO L 1079+ 52-4-12 L 1079+25 (61.4 FIT) TO L 1080+25 (59.4 FIT) 25 100 25 100 c 12,17 12,17 PROTECTION, AND PROFILE INFORMAITON, SHEETS DD20 TO DD22. ---2- D -1 POND DETAILS, SHEETS DD16 0 D24 -13 L 1080+25 (59.4 FIT) TO L 1081+75 (56A FIT) 62-4:--1-4 L -1081+75(56.4 RT) TO L 1083+00 (53,9 RT) 150 125 150 125 '17 �- 12,17 9. SEE DETENTION DD19. - 10. SEE PLANTING PLAN FOR POND PLANTING DETAILS. D24 -15 -L1083 +00_ {53.9 RT) TO L 1083+75 (52.4 FIT) D24-16 L 1083+75 (52.4 FIT) TO L 1083+75 (82.4 FIT) 75 31 75 31 12,17 2,12,17 SEE UNNAMED CREEK PLAN, SHEET UCP. 11. USE PIPE COLLAR STD. PLAN 8-28. 12. TURN STRUCTURE 90 DEGREES TO PAVEMENT. USE FRAME AND VANED GRATES FOR GRATE INLET TYPE 2, AND USE BOLT DOWN GRATE, STD. PLAN B-4d, 13. SEE BRIDGE SHEETS FOR LOCATIONS AND DETAILS. 14, SEE CLEANOUT STRUCTURE DETAIL, SHEET DD7. 15. SEE LEVEL FLOW SPREADER DETAIL, SHEET DD23. SHEET TOTAL 1 i 770 675 31 64 PROJECT 21 TOTAL 3 -- ------------- . .... DESIGNED BY J. BUOY 07/08/05 ............. 2 ENTERED BY BASSERI ll/ 8/05 J� . ...... CHECKED BY K.EZEOKEKE --1-1/28/0501/27/06 REVISED QTYS &TOTALS; DELETED BID ITEM -1-GB PROD. ENGR. J. JOHNSON 1/06/06 ADDED BID ITEM REGION ADM. L. ENG REVISED TOTALS & GEN. NOTE 1 1, -DATE DATE REVISION .... BGB FBGI BY 2933 2933 STATE io WASH 08 NUMBER 05AO31 CONTRACT NO. 521 P59 FED. AID 21ROJ. NO. I 300 3757 40 WaslIvIngton State V/AlF CIepartntent of Transportation SR 167 SN 27 15TH ST SW TO S I BOTH ST SHEET STAGE 3 219 OF STRUCTURE NOTES 861 SHEETS GENERAL NOTES: ° MOTE: .11 �w z s uJ J i3J J THE FIRST NUMBER OF THE "CODE z ` �y Q x x DESIGNATION" BELOW REFERS TO THE SHEET F ! o z U) NO. OR THE SHEET REFERENCE. NO. SHOWING U ® > J > O 0 0 z � 0 �z w I_ THE DRAINAGE FEATURE. � � � ¢ � ¢ � �g �_ �_ ! cn ® z Q z O � d ui z °� r THE SECOND NUMBER REFERS TO THE � 0 z m 0 DRAINAGE FEATURE FOUND ON THA I SHEET. � � � � � `` ```` ` ' ,,:;;;;;;;;; � m � � � � cc a. � p � Z CO a1 U 0> 1 > w � > I: ¢ 0 0 z U co �J �.�" p J O® OQ� w p f— €oaUw X C9rI t3� rra tL Uer Uu U� CODE LOCATION 'i N UNIT OF VPEASURE ;�- C.Y. EACH C.Y. &F . C.Y. C.Y. EACH EACH EACH S.Y. S.Y. PLAN B FOR BEVELED END SECTION. 624 -3 L 1(75 +53 (RT) TO L 1075 +98 (RT) 50 310 16. SEE STD. -7a LAYOUT -WALL SHEETS AND BLOGKOUT 17 O HEET14, 624-4 L 1075 +90 (RT) TO L 1076+25 (RT) 50 230 NNECTION, SHEET fl b D2. F R DRAINAGE CONNECTION, 624 5 L 1076 +25 (66.5 RT) TO L 1076 +25 (80 RT) 3( 170 17 1€5. SCHEDULE INSTALLATION TO AVOID POTENTIAL CONFLICT WITH ITS. SEE: ITS SHEETS. D24 -6 L 1075 +90 (70 FIT) TO L 1075 +98 ;100 FIT) 2,16,17 INSTALLATION TO AVOID POTENTIAL 19. SCHEDULE 3,4,17 CONFLICT WITH ELECTRICAL WORK. SEE ILLUMINATION 624 -7 L 1076 +25 (80 RT) TO L 1078 +07 (109.9 RT) 12,17 SHEETS. D24 -8 L 1077 +00 (65.9 FIT) TO L 1077 +75 (64.4 RT) 80 540 20. USE BOLT DOWN GRATE, STD. PLAN B-4d. 12,17 624 -9 L 1077 +75 (64.4 RT) TO L 1078 +50 (62.9 FIT) 60 400 624 -10 L 1078 +50 (62.9 RT) TO L 1079 +00 (61.9 RT) 50 290 12,17 21, USE BOLT DOWN SOLID METAL HOVER AND FRAME. SEE STD. PLAN B-2. D244 -11 L 1079 +00 (61.9 RT) TO L 1079 +25 (61 A RT) 30 160 12,17 12;17 DOLOR AND PLACEMENT OF FLEXIBLE GUIDE POSTS 624-12 L 1079 +25 (61.4 FIT) TO I— 1080 +25 (59.4 FIT) 90 610 ARE PER DETAIL SHEETS DDa, AND DD9 TO DD11. ARE 624 -13 L 1080+25 (59,4 RT) TO L 1081 +75 (56.4 RT) 150 1020 12,17 12,17 23. SEE SHEETS DV1 DV9 FOR VAULT DETAILS. 624-14 L 1081 +75 (56.4 RT) TO L 1083 +00 (53.9 RT) 150 1000 " SEE QUANTITY TABULATION -WALLS FOR ADDITIONAL 624_-15 L 1083 +00 (53.9 RT) TO L 1083 +75 (52A FIT) 100 700 12,17 QUANTITIES. 624 16 1083 +75 (52.4 RT) TO L 1083 +75 (82.4 RT) 50 300 2,12,17 " SEE WETLAND MITIGATION GRADING PLAN FOR ADDITIONAL QUANTITIES. TABULATION PAVEMENT MARKING FOR SEE QUANTITY - ADDITIONAL QUANTITIES. SHEET TOTAL 890 5730 PROJECT TOTAL 1470 168 €# 44 30 710 .. ';z S .. 1 33 22 25510 220Ci REGION tF. STATE FEC1, �� RR�3J, Nt3. SR 167 SN 28 DESIGNED BY J. BUOY 07108/05 10 WASH 15TH ST SW TO S I80TH ST ENTERED BY B. BASSERI 1'/28/05.:.w 9t36 :J4�"£:1Ci 0#:F$�I.`P�s111: AMIL I9V�te .ate � 1?� STAGE S SHEET 220 CIHE£KED BY K. EZEOKEKE 11/28105 (1/27106 REVISED PROJECT TOTALS BGB JOB NUMBER PROJ. ENGR. J. JOHNSON 01/06/06 78!E�Vl $ CAEN. NOTES a 05AO31 43P STRUCTURE= NOTES 861 I REGION ADM. L. ENG EF`D ITEMS BGB CtiNTRACT NO. SHEETS DATE DATE REVISION BY I T.21N.9 Ro4E*v WoW: 87+51.43 PC = 487+44a43!118.47-"7) WETLAND AREA BW-9 WETLAND AREA WL- I ES 86+87856 PC LM 488+7867(100.05' 17 1 • -jR NOTE: ALL ECOLOGY EMBANKMENTS 490 ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. ------------ uj 2 Dl 6 S RAMP - ----------- 0 - - - - - - - - - - - - ---- - - - - - - - ------- --- r -------------------- Nom; ° ° - ._ - :'n ^ - " _- '." _'__ =j- ----------------- - -------- ---------- I ---- --- --------------------- ............. V� --OHw— W— ----OHW— ---4W-- --OHW-- W— --OH ---OH w— --ON w- --- OHW— --3H W— --OHW- -x- -x- --OH --OHW- _G) H W� W� ---OkA --- /WETLA 0 AND AREA BE - DI 3 SEW 5+00 PC b LM 483-41 /D LM 485 +00( °3 RT) VIA (7.00' LT) END DITCH 0 50 100 SCALE IN FEET rjoull"i LAINJUMU = ' 1 ME 02: 08 :2; i-fE— Id /2"9/2C LOTTED BY bosserb ESIGNED BY J. SUOY NTERED BY J. Duey NECKED BY K-EZEO ROj. ENGR. J. JOHN EGIONAL ADM. L.ENG ( stave AUlk FED.A'D PROJ.N(). TOZ i —WA 5 H cenikic? xc. Z Washington State 05A031 Departmet of Transpar aTim ' Z AL n SR 167 02 15TH ST SW TO S 180TH ST STAGE 3 WEET 222 OF 861 DRAINAGE PLAN SKETS LEGEND NEW POND EXISTING CULVERT REMOVE STRUCTURE/ STORM SEWER PIPE -/-fllAv-'A4vvv PLUG EXISTING PIPE NEW CULVERT. STORM SEWER PIPE BORE HOLE LOCATION EXIST: CATCH BASIN, GRATE INLET, MANHOLE, WETLAND CONCRETE INLET fi NEW CONCRETE INLET . . . . . . . . WETLAND BUFFER NEW GRATE INLET NEW FLOW CONTROL NEW CATCH BASIN' STRUCTURE TYPE I. IL, OR 2 NEW CLEANOUT STRUCTURE EXISTING FLOW CONTROL STRUCTURE NEW w UNDERDRAIN ...... -- ---- EXISTING ECOLOGY NEW DITCH - EMBANKMENT go, NEW ECOLOGY EMBANKMENT > EXISTING DITCH/CHANNEL -0 H W— ORDINARY HIGH WATER LINE SOLID METAL COVER FOR FENCE LINE CATCH BASIN -x- -x- -x- EXISTING T.21N.9 Ro4E*v WoW: 87+51.43 PC = 487+44a43!118.47-"7) WETLAND AREA BW-9 WETLAND AREA WL- I ES 86+87856 PC LM 488+7867(100.05' 17 1 • -jR NOTE: ALL ECOLOGY EMBANKMENTS 490 ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. ------------ uj 2 Dl 6 S RAMP - ----------- 0 - - - - - - - - - - - - ---- - - - - - - - ------- --- r -------------------- Nom; ° ° - ._ - :'n ^ - " _- '." _'__ =j- ----------------- - -------- ---------- I ---- --- --------------------- ............. V� --OHw— W— ----OHW— ---4W-- --OHW-- W— --OH ---OH w— --ON w- --- OHW— --3H W— --OHW- -x- -x- --OH --OHW- _G) H W� W� ---OkA --- /WETLA 0 AND AREA BE - DI 3 SEW 5+00 PC b LM 483-41 /D LM 485 +00( °3 RT) VIA (7.00' LT) END DITCH 0 50 100 SCALE IN FEET rjoull"i LAINJUMU = ' 1 ME 02: 08 :2; i-fE— Id /2"9/2C LOTTED BY bosserb ESIGNED BY J. SUOY NTERED BY J. Duey NECKED BY K-EZEO ROj. ENGR. J. JOHN EGIONAL ADM. L.ENG ( stave AUlk FED.A'D PROJ.N(). TOZ i —WA 5 H cenikic? xc. Z Washington State 05A031 Departmet of Transpar aTim ' Z AL n SR 167 02 15TH ST SW TO S 180TH ST STAGE 3 WEET 222 OF 861 DRAINAGE PLAN SKETS NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. T.21N.9 R*4E*v WoMo 'ILL Aw AREA Bw-q . . . . . . . . . . . . . . . 0 -x- AiL or WETLAND AREA 8W-7 41 , ES 104*29.65 PT ail ES 105+7 Y P T al� Y 13+81 !891 \0 POTt56;L 1A • ul WETLAND AREA Btu -6 G ------ - - - -- ---------- - : --- ES 96+89.51 PC 0 --------------- ------------------ ----------------------------------------------------------------------------------------- - ------ ----------------- -------------- -0 ------------ -- - ----------- --- --- ------- -- I --- --- -- ----- ------ ------ - - uj ------ -- - -- -- - 500 LM - - - -------- 495 04 NE SEE SHEET - - MATCIi ERIE -- -- --------- L L WETLAND AREA BW-8 01 :22:56 PM 11/29/2005 TED BY bosserb GNED BY J. BUOY RED BY J. BUOY KED BY K. EZEOKEKE . ENGR. J. JOHNSON nNal Anm- I - rams, 7h 1 uj eat ul ul w uj 0 Ln tn 0 SR 167 15TH ST SW TO S 180TH ST STAGE 3 FAIOUMAM m 223 $61 SKUT$ --i- LEGEND NEW POND EXISTING CULVERT REMOVE STRUCTURE✓ STORM SEWER PIPE PLUG EXISTING PIPE NEW CULVERT, BORE HOLE LOCATION STORM SEWER PIPE EXIST: CATCH BASIN, --c GRATE INLET, MANHOLE. WETLAND CONCRETE INLET m NEW CONCRETE INLET • • • • • • • • WETLAND BUFFER NEW GRATE INLET E�� NEW FLOW CONTROL STRUCTURE NEW CATCH BASIN TYPE I. IL, OR 2 EXISTING FLOW NEW CLEANOUT STRUCTURE .74llzz- CONTROL STRUCTURE NEW 6- UNDERORAIN ------ ; -- ---- EXISTING ECOLOGY EMBANKMENT NEW DITCH NEW ECOLOGY EMBANKMENT > EXISTING DITCH/CHANNEL —OHW— ORDINARY HIGH WATER LINE SOLID METAL COVER x— —x— EXISTING FENCE LINE 0 -x- AiL or WETLAND AREA 8W-7 41 , ES 104*29.65 PT ail ES 105+7 Y P T al� Y 13+81 !891 \0 POTt56;L 1A • ul WETLAND AREA Btu -6 G ------ - - - -- ---------- - : --- ES 96+89.51 PC 0 --------------- ------------------ ----------------------------------------------------------------------------------------- - ------ ----------------- -------------- -0 ------------ -- - ----------- --- --- ------- -- I --- --- -- ----- ------ ------ - - uj ------ -- - -- -- - 500 LM - - - -------- 495 04 NE SEE SHEET - - MATCIi ERIE -- -- --------- L L WETLAND AREA BW-8 01 :22:56 PM 11/29/2005 TED BY bosserb GNED BY J. BUOY RED BY J. BUOY KED BY K. EZEOKEKE . ENGR. J. JOHNSON nNal Anm- I - rams, 7h 1 uj eat ul ul w uj 0 Ln tn 0 SR 167 15TH ST SW TO S 180TH ST STAGE 3 FAIOUMAM m 223 $61 SKUT$ --i- Te2lNo . ,R*4Eo 9 WeMo 2 SE 11+10-31 (14.00 LT) BEGIN DITCH SE 9+98.82 POT = LM 500+00 POC (93 RT) WETLAND AREA BE-0 MATCH LIKE SEE SHEET D3 500 LM- LINE 495 ii it- - --------- ------------------- ------- ---- ---------------------- ----- - V ----- --- -------------- c ----------- ------ -------------------- ------------- ---- ----------------------- ------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -4 - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - --- --------- - - - - - - - - - - - - - - B - - - - - - - - - - - - - • . . . . . . . . . . - - - - - - - - - - - • - - - - - - - - - - - - - - - . . . • . . . . • - - - - - - - - - - - - - • . . • . . - - - - - - - - -- - w • . . . . . . . . . . . . . ---------- ALI, Ln rn aw 0 Ln tai -A w SEW 16+34.57 POT ca EWN2 8+21.48 PT 0 Y 18+30 POT EWN2 6+05-92 PO WETLAND AREA Bt 2E IT .,j • . . . . . . . • . . . . if 3 ----------------------------------- 5 L,!!!jlljli ------------------------------------------ —x— —x— X —x— —x- -OHW --Of W-- CL NL ONA NA k "k 4L --OHW-- v, WETLAND AREA BE-3 NOTE-. ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. E 01:23:01 P E 11/29/2005 TTED BY i;Q Serb � J. mffglm Ts\SR!GT\fl- ffis OF I — L 4 FM�AID PR0j.NO. 10 liASF 05-A031 CmMcy 50 too IN FEET LEGEND NEW POND REMOVE STRUCTURE/ EXISTING CULVERT PLUG EXISTING PIPE STORM SEWER PIPE NEW CULVERT. BORE HOLE LOCATION STORM SEWER PIPE EXIST. CATCH BASIN. WETLAND LJ GRATE INLET, MANHOLE. CONCRETE INLET • . . . . . . . WETLAND BUFFER NEW CONCRETE INLET NEW FLOW CONTROL NEW GRATE INLET STRUCTURE NEW CATCH BASIN TYPE 1. IL, OR 2 EXISTING FLOW NEW CLEANOUT STRUCTURE CONTROL STRUCTURE EXISTING EC OLOGY NEW G' UNDERORAIN ----- EMBANKMENT NEW DITCH NEW ECOLOGY EMBANKMENT > EXISTING DITCH /CHANNEL ORDINARY HIGH WATER LINE Lv SOLID METAL COVER FOR X— —x— —x— EXISTING FENCE LINE CATCH BASIN PLOT A4W SR 167 04 15TH ST SW TO S 180TH ST Washington St te epartment of Tmnsportation'; STAGE 3 DRAINAGE PIAN "KITS La S tn ui L'i V) Ln r- rn 0 LA an w Z u I.- 91 ALL, ILL Lill ALL W-T� AND ARE AA 01:23:05 PM 11/29/2005 bosserb J. %uoy J. BUOY K. EZEOKEK-: T,21N*v RAE, W*Mo 0 iWASH ---j- JMI Aumg OS A031 c0xyllmcll No. • • err uj w ttt uj tat vy O O Lo Ln uj z ca -j I lill lill ligoq 50 100 low SCALE IN FEET NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. SR 167 15TH ST SW TO S 1800 H ST STAGE 3 MAWAGE PLAN DS 225 Al SKIE-$ LEGEND ------------- EXISTING CULVERT -------------- STORM SEWER PIPE NEW CULVERT. STORM SEWER PIPE EXIST: CATCH BASIN, GRATE INLET. MANHOLE, CONCRETE INLET NEW CONCRETE INLET NEW GRATE INLET NEW CATCH BASIN TYPE 1, IL, OR 2 ii NEW CLEANOUT STRUCTURE NEW 6' UNDERORAIN NEW DITCH EXISTING DITCH/CHANNEL NEW POND REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION WETLAND • • • . . • • • WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTM ECOLOGY EMBANKMENT 0 NEW ECOLOGY EMBANKMENT IN SOLID METAL COVER FOR CATCH BASIN ')HW ORDINARY HIGH WATER LINE -x- -x- -x- - EXISTING FENCE LINE NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. SR 167 15TH ST SW TO S 1800 H ST STAGE 3 MAWAGE PLAN DS 225 Al SKIE-$ oov�� NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. LEGEND EXISTING CULVERT, L 7w� STORM SEWER PIPE NEW CULVERT. owmagwomm STORM SEWER PIPE r EXIST. CATCH BASIN GRATE INLET, 11:15:20 AM MANHOLE, FED.AID PROJ.NO. CONCRETE INLET SR 167 NEW M CONCRETE INLET F-1 NEW GRATE INLET NEW CATCH BASIN TYPE 1, IL, OR 2 Q NEW CLEANOUT J. BUOY STR UCTURE NEW 66' UNDERDRAIN STAGE 3 NEW DITCH EXISTING DITCH J. BUOY CHANNEL te. NEW POND STRUCTURE qv,��,REMOVE /PLUG EXISTING PIPE 50 BORE HOLE LOCATION ♦ WETLAND BUFFER 16,T, Ltt WETLAND .. . . .... .. . ... ... . .. J. JOHNSON —1111 yn. 4=4mn A "TC. NEW FLOW CONTROL r'l D A TE STRUCTURE DRAINAGE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY ------- EMBANKMENT NEW ECOLOGY EMBANKMENT SOLID METAL COVER FOR CATCH BASIN -OHW— — ORDINARY HIGH WATER LINE -x— —x— — EXISTING FENCE LINE 515 520 T, 21N, R, 4E,v WM,, 1 SR 167 1 525 1 LM LINE zz i ------------ -- - - - - - - - \ ------------------ ------- ----------------- - --------- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 --- - - --- - - - - - - - - '-- °----- - - -- --- - °`--- °---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - °--- -- --- ----- -- ---- ----- ---- ---- -- ---------- ------- ----------------------- 11 ---- - -------- -------------- --- --- -------------------- - -3 5 w EWN 30+09.94 PT BK .. .......... - ------------------- WN 30+09.94 POT AHD(5'RT)- -------- - ---- - - - - - --- --- ------ ----------------- ' I ----- ` ; ----------- ------ ------------- M ---------- -------- V EWN 36�+9.93�? -0 --- ------ ------------- V -- -T —= ---------- --- ------ -- ----- - -- ----- ------- --- WETLAND LM527+00 POT (98' RT) v, + yl /AREA BE-55 D7 3 j". 5 0 LAJ `cam -j ♦ WETLAND ENS 17+17 A\ • ALU ri AREA BE-5 (302 LT) /I u a BEGIN DITCH, • ENS 17+05 C9 168.4' LT) :k END 4' DITCH 'Ilk FOR POND � �O� D 60 DETAILS,' DD16 ALI, x SEE Aw WETLAND AREA BE Ail, Jtl, ,t`l, ` i • ♦ x�t(. • ♦♦ r -4 A 7 "g, ♦ 0\Y, z 8 % Ail, WETLAND AREA WETLAND WETLAND AREA BE-4N BE-6 AREA BE-3 ALL Aw All, ♦ nn")c rno Aw DETAIL 50 160 HW— SCALE IN FEET • PLOT6 FILE NAME C.-\AAWork\Projects\SR16T\ADDENDUM\1-20-06\2305 DrolnPicn-Addend. gn TIME 11:15:20 AM Wol SlAn FED.AID PROJ.NO. SR 167 D6 DATE 01/23/2006 — — 10 IWASH' ISTH ST SW TO S 180TH ST PLOTTED BY bosserb GN DESIED BY J. BUOY ---i , '�#" Me" Was Wington State STAGE 3 ENTERED BY J. BUOY OSA031 te. Department of Transportation CHECKED BY K. EZEOKIKE egg 16,T, ENGR. .. . . .... .. . ... ... . .. J. JOHNSON —1111 yn. 4=4mn A "TC. q. r'l D A TE DATE DRAINAGE en w w w w cn 0 a cc N �t9 w z s v T921No ! E 1® p W m LEGEND � NEW POND REMOVE STRUCTURE/ -- ---- --- - - -- EXISTING CULVERT, PLUG EXISTING PIPE `-- --`-- - -- --- STORM SEWER PIPE NEW CULVERT, BORE HOLE LOCATION STORM SEWER PIPE --- 1�� WETLAND EXIST: CATCH BASIN, WETLAND AREA BW- i J� �� �� v' GRATE INLET, MANHOLE. CONCRETE INLET • • ° ° • ° • • WETLAND BUFFER m NEW CONCRETE INLET NEW FLOW CONTROL I — _ 7 a 5 NEW GRATE INLET STRUCTURE NEW CATCH BASIN -'°l EXISTING FLOW • • I TYPE I. IL. OR 2 I: -_ CONTROL STRUCTURE Q) NEW CLEANOUT STRUCTURE - _._- ..- - - - - -- EXISTING ECOLOGY -` -- •�•�, u EMBANKMENT d, 8 NEW 6' UNDERDR-00— NEW ECOLOGY Y EMBANKMENT _> _ NEW DITCH ----- ° _ • • • e s • • y ° • " �� -OtW— — ORDINARY HIGH WATER LINE ------------ EXISTING E EXISTING FENCE LINE SOLID METAL COVER FOR —x- ------------------ x - -x— • CATCH BASIN -------------- • • • • • —y -• _ il}1 4 ii 40 "" - - -- - -` -- -- - - - - -- Ii ti - - -- - -- tt w !1 fl ------------------------------------------------ - - -- it --- - -- - ----- I ii 35'- -- ii - - -- ii ---------------- ++---- - - - - -- — ---------------------------- - - - - -- -- - - - - - - -- -------- - n- --- -- ------------------------------ .ma— am IN -------- ---------------------------------------------------- St ---qi' 6 w ----------------- �! -- — --------------------------------------------- - - - - -- -------------------------------+ a-------------------------------------------------------------------------------------------------------- - - - - -- - -- --- - - - - -- it u it it 11 Ad -- an - - it l 53fk it 535 it SRt1167 540 e1 Il It tl it Z -- - - - - -- -- - - -- -- ---------------- - - - --- --------- - -- - -- ------------------------ ------------ --------- t' - -` - -- --------------------------------- It------- --- ------ ---- ---- -- --- - - - - -- ----- ---------- - - - - - -- - -- -- `---- -- -- - - -- -- - - -- - - - -- ---------------------- - - - - -- ------------------------------------------ - - - - -- --- - - - - -- sF------- - - - - -- - - - - -- - -`- — ------------t--------------------------- - - - - -- — -- - - - - -- °---------------- - - - - -- - - -- a it I 11 k N LAI ______ 11 - -- --- -----4A ------- -- --- --- ►+ --------------------------------------- --- -- ---- -- -- - -- --- --- -1L'-`-- -- --° _ ----` --------- _- ----°- e - = =_- _- -------------- s_ -- -- ------------------------------ ) ?- - - - - ------------------------- •1 .. -4 - -- -- -- - - - - -` it -- - - - - - -- it 9," �' • �y e • • e y • • s • • e e y • s Illl*rM - n 3 • y . . . • • . e °•. • y • ili • • e s illda WETLAND AREA BE-6 .NO. i 8g $MAL DATE vry,f Washington State EN 42¢00.02 POT = LM 542 +00 POT(202'RT) ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. SR 167 15TH ST SW TO S 180TH STAGE 3 IN 17 Al SHUTS NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. w an 0 fV Ln w Z ci T.21N., RAE, W*M* FED.AID PROJ.N110. �j' I 11 / 4:21 4UVJ p 0 -- iWA� PLC' TED BY bossed b --I DESTGNED By J. BUOY 4—m kown ENT RED BY J. BUOY 5 AO 31 CHECKED BY K. EZEOKEKE —01 —lwl 00� WETLAND AREA AW-11 AREA AE-1 EXISTING CULVERT STORM SEWER PIPE NEW CULVERT, STORM SEWER PIPE Washington State EXIST: CATCH BASIN, L J :c GRATE INLET, MANHOLE. . . . • • • . . CONCRETE INLET NEW CONCRETE INLET NEW GRATE INLET NEW CATCH BASIN TYPE 1. 1L. OR 2 NEW CLEANOUT STRUCTURE NEW G' UNDERORAIN > NEW DITCH --OHk— EXISTING DITCH/CHANNEL -x— —x— SOLID METAL COVER FOR CATCH BASIN WETLAND AREA AW-11 AREA AE-1 tO LO us vb 0 50 160 SCALE IN FEET NEW POND Ds REMOVE STRUCTURE/ PLUG EXISTING PIPE Washington State BORE HOLE LOCATION WETLAND . . . • • • . . WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY EMBANKMENT NEW ECOLOGY EMBANKMENT --OHk— ORDINARY HIGH WATER LINE -x— —x— EXISTING FENCE LINE tO LO us vb 0 50 160 SCALE IN FEET SR 167 Ds ISTH ST SW TO S 180TH ST Washington State STAGE 3 SHEET 228 rtment of Trvnsportaflonl�— Av DRAMAGE PLAN co it 4 T.21N., Ro4E, WETLAND AREA AW-11 lJJ4 41 4j- - - ----- ---------- ------------ V) - -------------- 4-14 - -- -- ------ - - - - - - - - -- - - - - - - - - -- -Z.:- --------------- --------------- C3 + ---------- ---------- --------------------------------- --------- -- ---------------- ----------------------- --- to Z-: --------- ----------------- --------- 4n- --- - ------ ----------- --- - ------ ------- w ------------------------------------------------------------- - w V1 560 ------------------- ---- --- Lu - -------------- --- -- ------ ---- Z- Lu Vf 7z 565 0 + ----- -------- - --------- Qs -- ----------- Ln aO ------ --- -- ------------- ------------ ---------------------------- ------------------ -- ---- ----- ------ ----- ---- - ------------ ------- ---------- ----- _: ---------------------------- ------------------ - --------------------- --------- ---------- ----------- ----- ------ -------------- --- ------------------------------------------ N ------------ -- 0------ ------------------------------------ --------- --- LLJ ---------- 44 -------------------------- ------------------------ Z -j Zul IL44 Aul ALU .l.Lu WETLAND AREA AE- I .4 All, 2 Q 5 ,� — 8 .1w 3 4 ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. ME 01'. TE al/ OTTED BY bcs SIGNED BY J. TERED BY J. ECKED BY K. 0 5,0 100 SCALE IN FEET Afthk SR 167 D9 00 wro 15TH ST SW TO S 180TH ST S"EET Washington State STAGE 3 229 iment of Transportation CF 861- DRAINAGE PLAN SHEET'S LEGEND NEW POND REMOVE STRUCTURE/ EXISTING CULVERT PLUG EXISTING PIPE STORM SEWER PIPE NEW CULVERT, y BORE HOLE LOCATION STORM SEWER PIPE EXIST: CATCH BASIN, WETLAND GRATE INLET, MANHOLE, CONCRETE INLET . . . . . . . . WETLAND BUFFER NEW CONCRETE INLET NEW FLOW CONTROL O NEW GRATE INLET STRUCTURE NEW CATCH BASIN TYPE 1, IL, OR 2 EXISTING FLOW NEW CLEANOUT STRUCTURE CONTROL STRUCTURE EXISTING ECOLOGY NEW 6- UNDERORAIN ------- ----- EMBANKMENT > NEW DITCH NEW ECOLOGY EMBANKMENT > EXISTING DITCH/CHANNEL --OHW— ORDINARY HIGH WATER LINE SOLID METAL COVER FOR x— —x— —y— — EXISTING FENCE LINE CATCH BASIN lJJ4 41 4j- - - ----- ---------- ------------ V) - -------------- 4-14 - -- -- ------ - - - - - - - - -- - - - - - - - - -- -Z.:- --------------- --------------- C3 + ---------- ---------- --------------------------------- --------- -- ---------------- ----------------------- --- to Z-: --------- ----------------- --------- 4n- --- - ------ ----------- --- - ------ ------- w ------------------------------------------------------------- - w V1 560 ------------------- ---- --- Lu - -------------- --- -- ------ ---- Z- Lu Vf 7z 565 0 + ----- -------- - --------- Qs -- ----------- Ln aO ------ --- -- ------------- ------------ ---------------------------- ------------------ -- ---- ----- ------ ----- ---- - ------------ ------- ---------- ----- _: ---------------------------- ------------------ - --------------------- --------- ---------- ----------- ----- ------ -------------- --- ------------------------------------------ N ------------ -- 0------ ------------------------------------ --------- --- LLJ ---------- 44 -------------------------- ------------------------ Z -j Zul IL44 Aul ALU .l.Lu WETLAND AREA AE- I .4 All, 2 Q 5 ,� — 8 .1w 3 4 ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. ME 01'. TE al/ OTTED BY bcs SIGNED BY J. TERED BY J. ECKED BY K. 0 5,0 100 SCALE IN FEET Afthk SR 167 D9 00 wro 15TH ST SW TO S 180TH ST S"EET Washington State STAGE 3 229 iment of Transportation CF 861- DRAINAGE PLAN SHEET'S T.21N., RAE, WoMo 2 -- — --- — ----- ----- ------------ ------------------ -------------------- ------------------- ---------------------------------------------------------------- 10 --------------- -- ----------- ----------------------------------------------------------------------------------------------------- r w W ----------- 570 - ------ -7:--7 ---------- ------------ SR 167 0 575 + Ln ------ ------- Z. -------- ------------ ---- ----------------- - ----- ----- ---------- ------------- ----------------- ------- ---------------- ------ -------------------- --------------------- -------------------------------------------------------------------------------------- ----- - yF- -- ----- ---------------- ----- w --------------------- II w� wz W4 M�.WETLAND AREA AE-1 ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. �E C:\AAWork\Projects\SR16T\61-29\Drainage Plan-2.0 gn EXISTING CULVERT 01:23:26 PM I TATE S FED.AID PROJA0. 11/2902005 T 0 1WASH EXIST: BY basserb GRATE INLET. BY J. BUOY Joe WO*P CONCRETE INLET BY J. SUOY 05A031 NEW GRATE INLET BY K. EZEOKEKE TYPE 1. IL, OR 2 GR. SON —JOW J. I --"Y DA Tz Anm- 1 me REVISION DATE P.E. STM& am ul 50 100 SCALE IN FEET A191h, mmomwm VIAF Washington State rtment of Transpor LEGEND EXISTING CULVERT STORM SEWER PIPE NEW CULVERT, STORM SEWER PIPE EXIST: CATCH BASIN, GRATE INLET. MANHOLE, CONCRETE INLET m NEW CONCRETE INLET 0. NEW GRATE INLET NEW CATCH BASIN TYPE 1. IL, OR 2 NEW CLEANOUT STRUCTURE NEW 6- UNDERORAIN NEW DITCH EXISTING DITCH / CHANNEL NEW POND REMOVE STRUCTURE /PLUG EXISTING PIPE BORE HOLE LOCATION • • • • • • • WETLAND BUFFER WETLAND NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY ... EMBANKMENT NEW ECOLOGY 10 EMBANKMENT SOLID METAL COVER FOR CATCH BASIN ORDINARY HIGH H W— WATER LINE -x— —x— —x— EXISTING FENCE LINE SR 167 DIO 15TH ST SW TO S 180TH ST STAGE 3 Eli OF 86-9 DRAMAGE PLAN SHEETS 1 o2lNo . Ro4Ev WoMo ------- &— . . . . . .... . - - - - - - - - ------------------ so, i I -- --- --- � I - - --- -- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 41- : : - : - : : - - - : : - - :::: - - - : :::: : - ----- - ---::: ----------------- ---------------- -- -- -------------------- ------ N)�? ------------------------------------------------------------------------ - - - ----- ---- --- ---------------- ------------ LJ w LLJ x AL2 0+17.65 PC UJI --------- -------- 3: V) LM 590+17.65 POT(89'LT) 11 v) LAJ- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lu 510 585 it SR 16 590 0 + to 0 it _ Ln _______________ ---------------- --------- ---------------------------------- - ------------------ ------------- x ------------------------------------- ------- ------------------------ -j 7 - ------------------------------------------------------- < ----------------------- ------- ------------------ ----------- --- ----------------------------------- -j -- ------------------ TI ---------- -------------------------------------- < IT ---------- ------ --------- ----------------------------------------------------------- --------------------------------------- cy 7 -0 ------------------------------------- - --------------------- ------------------------------- it3 ---- --------- 0c0------------------------------ q UJI ------ ------ - - ----- ------ if ------------ ------- lzo---- -0 -------- - ------ x - - - : ------------ u If �vz EXISTING CULVERT STORM SEWER PIPE NEW CULVERT. STORM SEWER PIPE EXIST: CATCH BASIN. L j GRATE INLET, MANHOLE. CONCRETE INLET m NEW CONCRETE INLET 0 NEW GRATE INLET ,F-] NEW CATCH BASIN TYPE 1. IL. OR 2 ) NEW CLEANOUT STRUCTURE NEW 6-UNDERORAIN NEW DITCH EXISTING DITCH/CHANNEL SOLID METAL COVER FOR CATCH BASIN iii Fltri�yi A REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION WETLAND del, WETLAND AREA AE-1 AH2 8+6U.�9 HUI = LM 588+30.99 POT (93 RT) IV4 r 0 50 100 SCALE IN FEET 146 SR 167 15TH ST SW TO S 180TH ST STAGE 3 231 861 DRAINAGE PLAN SHEETS WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE ....... EXISTING ECOLOGY EMBANKMENT NEW ECOLOGY EMBANKMENT ORDINARY HIGH WATER LINE EXISTING FENCE LINE del, WETLAND AREA AE-1 AH2 8+6U.�9 HUI = LM 588+30.99 POT (93 RT) IV4 r 0 50 100 SCALE IN FEET 146 SR 167 15TH ST SW TO S 180TH ST STAGE 3 231 861 DRAINAGE PLAN SHEETS o s0 160 SCALE IN FEET NOTE ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. . . • . . • • • WETLAND BUFFER WETLAND NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY EMBANKMENT NEW ECOLOGY to EMBANKMENT SOLID METAL COVER FOR CATCH BASIN --OHW— ORDINARY HIGH WATER LINE -x– –x– –x- EXISTING FENCE LINE 01.23-.34 PM 11/29/2005 BY bosserb By J. BUOY BY I BUOY BY K- EZEOKEKE GR. J. JOHNSON in uj w cv Ln -j LA, w 3: Z' LEGEND EXISTING CULVERT STORM SEWER PIPE T.21N, R94Ev W*Mo NEW CULVERT, STORM SEWER PIPE EXIST: CATCH BASIN. MITIGATION A GRATE INLET, MANHOLE, Ell CONCRETE INLET M NEW CONCRETE INLET 0 NEW GRATE INLET NEW CATCH BASIN S I TE L TYPE 1, IL. OR 2 LM 598+00 189.7' L NEW CLEANOUT STRUCTURE DL2 8+49.49 POT NEW S' UNCERORAIN NEW DITCH EXISTING DITCH > / CHANNEL NEW POND 4��,REMOVE STRUCTURE /PLUG EXISTING PIPE 019 BORE HOLE LOCATION . . • . . • • • WETLAND BUFFER WETLAND NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY EMBANKMENT NEW ECOLOGY to EMBANKMENT SOLID METAL COVER FOR CATCH BASIN --OHW— ORDINARY HIGH WATER LINE -x– –x– –x- EXISTING FENCE LINE 01.23-.34 PM 11/29/2005 BY bosserb By J. BUOY BY I BUOY BY K- EZEOKEKE GR. J. JOHNSON in uj w cv Ln -j LA, w 3: Z' WETLAND AREA AW-9 ------------------------------ --- --- - --- -- ------------------ 59 ------------ -- ------------------------- 5 ----------------------------- bo --- - -----------------------------------------6 - I - ------------ -- ------ ------- ------------ --- ----- --------------- ---- -- --- --- ---------------------- ------------------ --- Z: - - -- L--------------------------------------------------------------------------------------------------- ------------------------------------------- ------------------------------ ------------- ------- ------ ----------------- - --------------------------------------- --- - ----- -------- ------- ------------- --------------------- -1, -------------------------------------------------------- -------- . . . . . . . . . . . . . . . . . . . . . . . . -------------------------------------------- co -------- • - ------ ---------- --Z- .......... L W WETLAND AR�' T AN r. AREA AE- 3" AE -2 6' Ln 6 if! • - - - -- - - - - - -- ---------- - ----- - --- - - ---- ------------------- LO 5 Aw 6 4J4 41& WETLAND AREA AE-1 Ali, WETLAND AREA AE-4 151H ST 16+01.83 POT E \11C94 AR 2 18+71.77 POT L4 V—, I OR2 8+12.64 POT d !L J�� WAR SIM FED. NO AID PROJ.NO. 0 0 WASH 4-- 0`5A031 0 BY Adw mumopm VlAf Washington State 1ment of Transoor SR 167 D'2 15TH ST SW TO S 180TH ST STAGE 232 $61 DRAINAGE PLAN JEWETS T.21N, R94Ev W*Mo WETLAND MITIGATION A 15TH ST 10+01.83 PDT AL2 9+08.62 POT S I TE L LM 598+00 189.7' L LT) D DL2 8+49.49 POT END DITCH ; ; _4 I BEGIN 18" PIPE W WETLAND AREA AW-8 LM 596+79 (116.5' LT; x 0 WETLAND AREA BEGIN D DITCH x 0 AW-11 10 A Afp LM 599+50 (91.4' 2 I 18" PIPE IN DITCH FOR POND DETAILS SEE DD 17 Xi P2-1-04 8 ---------- -- lull P2-2-04 --- - ---- luil ------------------- - - - ------------ ---------- - ------- ----- ------- - - - ------- --- - -- . . . . . . . ------------------- --- ----------------------- ----- - ----- I - ------------ -- ------ ------- ------------ --- ----- --------------- ---- -- --- --- ---------------------- ------------------ --- Z: - - -- L--------------------------------------------------------------------------------------------------- ------------------------------------------- ------------------------------ ------------- ------- ------ ----------------- - --------------------------------------- --- - ----- -------- ------- ------------- --------------------- -1, -------------------------------------------------------- -------- . . . . . . . . . . . . . . . . . . . . . . . . -------------------------------------------- co -------- • - ------ ---------- --Z- .......... L W WETLAND AR�' T AN r. AREA AE- 3" AE -2 6' Ln 6 if! • - - - -- - - - - - -- ---------- - ----- - --- - - ---- ------------------- LO 5 Aw 6 4J4 41& WETLAND AREA AE-1 Ali, WETLAND AREA AE-4 151H ST 16+01.83 POT E \11C94 AR 2 18+71.77 POT L4 V—, I OR2 8+12.64 POT d !L J�� WAR SIM FED. NO AID PROJ.NO. 0 0 WASH 4-- 0`5A031 0 BY Adw mumopm VlAf Washington State 1ment of Transoor SR 167 D'2 15TH ST SW TO S 180TH ST STAGE 232 $61 DRAINAGE PLAN JEWETS jj�� NEW FLOW CONTROL T , v 11 -- LEGEND STRUCTURE .22N. R*4E W*M* , ---------------- I I -� ------ WETLAND AREA EXISTING FLOW ---- EXISTING CULVERT n -------E- - - - - -4 16-;f' -------- ! CONTROL STRUCTURE Aw- 6 - -- - - - STORM SEWER PIPE rj I j NEW CULVERT, NEW POND STORM SEWER PIPE NEW 6- UNDERDRAIN EXIST: CATCH BASIN, GRATE INLET, MANHOLE. NEW DITCH CONCRETE INLET NEW CONCRETE INLET > EXISTING DITCH/CHANNEL NEW GRATE INLET REMOVE STRUCTURE/ FLOOD CONTROL AREA NEW CATCH BASIN PLUG EXISTING PIPE SEE SHEET DD2 ------ TYPE 1. IL, OR 2 BORE HOLE LOCATION NEW CLEANDUT . . . . . . . . WETLAND BUFFER STRUCTURE WETLAND EXISTING ECOLOGY -4s EMBANKMENT E BANKM T N WETLAND NEW ECOLOGY EMBANKMENT AREA AW-7 4 SOLID METAL COVER FOR I CATCH BASIN S 277TH ST 41+65 POT ORDINARY HIGH WATER LINE At, 1 13+35.03 POT LLJ -x— —x— EXISTING FENCE LINE 9, DLI 12+32.23 POT 0 ---------------------------------------- ---------- -zz-- ---------- 2 ---------------------- Z- EXIS T DRAINAGE ---------------- 1� - --- ------------------------ ----------- L --------------- 11 --------------------------------------------- ---------------- - ------- ---- DETENTION FACILITY --------------------- ------------ ----------------------- ------------------------------ ---------------------------------------------- ------------------ --------------------------------------------------------------------------------------------------------------- ---------- -- - - - -LM M - L- I NEE --------- ------------- ----------------- Ll*, 1 11 - --------------- - ----- T10 ------ - -- - -- - - - -- S-R - -16-7 --------- 715 ------------- -t ------------ – --------- ---- tK-LtNE ---------------------------------- 72 r. ------------- _ter___ „_____________________ ------- ------------------ - ------------ T --------------------------------------------------------------------------------------------------------------- ------------------------------------- -------- ----------------------- --------------------- ------------------ --------- ------------------------------------------------------ ----------------------------------- --------- --------------------------- --- --- - ------------------------------------------------------- ---------------------- ------------------- -Ll --- — ----------- -- -------------------------------------------------------------------------------------- - - Or ° --------------- ----------- 2 WETLAND AREA AE-6 �37 S 277TH ST 35+42.00 POT ARi 13+23.63POT DR!' 12+29.32 POT F z WETLAND L 44- - A A AE-5 3 WETLAND AREA AE -? • a 27 7 TH air ON7ERCHAN NOTE: GE > ALL ECOLOGY EMBANKMENTS t, ARE A PART OF THE STORMWATER SCALE IN FEET 0 50 100 I DETENTION TREATMENT FACILITIT ES. FILE NAME C: \AAWork \Pro Tect s\SR 7\11-29 \--g e�Inc Phan -2.dgn PLOTI P-VMW� STATE TIME 01:23:39 PM FED.A10 PROJ.NO. AdW SR 167 013 DATE 11/29/2005 --- -4– no 16 W—sii 15TH ST SW TO S 180TH ST PLOTTED BY basserb Washington State 6ESIGNED BY J. BUOY Jai $K $5";R STAGE 3 SHEET 233 A031 ENTERED BY J. BUOY Department of Transportation iL PROJ. ENGR. J. JOHMSON DRAINAGE PLAN SHEETS CHECKED BY K. EZEOKEKE DATE ATE By P.E. STAW P.E. PAW REGIONAL ADM ull T*22N*v R*4Ev W*M9 NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATEP DETENTION TREATMENT FACILITIES. 3 4 2 ----------------- --------------- ----------- --------- ----- — — — — — -- --------------- --------------- ------------------------------- --- ----- --- -770 - if SR- J-6 7 ----------- ------ ------ -- ------------------------- ------------------------------------------------ --------- ---------------- 775 ------------------------------- ---------- i -------------------- 10 --------------- -------------------- ------------------------------ I -------------------------------- ---------------------------- -------------------------- ------------------------ -------------------------------- L--L4-NE -- ----- -- -- - -- -7 80 --------------------- ------------------- -------------------------------- -------------------------- ---------------- ----- // -------------- T- r -------------------------------------------- ------------- ----------- ----------------------------- ---------- if ---------- -- --------------------- ------- ---------------- ------------------------------------ -- 4� 11 -x— —x— --------------------------------------------- it L-r- - ---------------------- ---------------------------------- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- GREEN RIVER AME LEGEND 01:23t44 PM ft�G04 STATE FED.AID PROJ.NO. NEW POND EXISTING CULVERT 10 ,WASH REMOVE STRUCTURE/ 0 BY STORM SEWER PIPE IVVk6AkW' PLUG EXISTING PIPE ED By NEW CULVERT, 050 BORE HOLE LOCATION D BY STORM SEWER PIPE OSA031 D BY ENGR. EXIST: CATCH BASIN, t43Q rte. x »at r7 L j GRATE INLET, MANHOLE, I WETLAND CONCRETE INLET m NEW CONCRETE INLET • • • . * • . . WETLAND BUFFER NEW GRATE INLET NEW CATCH BASIN NEW FLOW CONTROL TYPE 1. IL. OR 2 STRUCTURE NEW CLEANOUT STRUCTURE EXISTING FLOW NEW 6' UNDERORAIN CONTROL STRUCTURE EXISTING ECOLOGY NEW DITCH ...... -------- EMBANKMENT > EXISTING DITCH/CHANNEL NEW ECOLOGY EMBANKMENT SOLID METAL COVER FOR CATCH BASIN --OHW— ORDINARY HIGH WATER LINE —x— EXISTING FENCE LINE AME C:\AAWork\Projects\SR 71,11-29\DraInage Plan-2<U qn 01:23t44 PM ft�G04 STATE FED.AID PROJ.NO. 11/29/2005 10 ,WASH 0 BY basserb ED By J. BUOY D BY J. BUOY OSA031 D BY ENGR. K. EZEOKEKE J. JOHNSON t43Q rte. x »at OW5 nZweakw5segm 6 5'0 160 SCALE IN FEET A001k MAP' Washington State I uj uj uj Z: to w t'; Ln O O co its :r SR 167 1 D14 15TH ST SW TO S 180TH ST STAGE 3 ShEET 234 DRAINAGE PLAN SHEETS ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. T.22N*v RAEv W.Mo AL2' 92+32.50 PC = D14 L 792+32.50 POC(68 , LT) 3 8 q6 07 ---------- ----- -- AL2 - '--RA ------ uj------------------------- ........ --------------- - ----- ------ --------------- ------- ------ : --- : - --- -- -1 ------------ I ------------ w --------------------------- IT --------------- -- - ----- UJI ul + fn 791 Ln ------------ ------------------- 785 -------- ------ ---- ----------------- ---------- ------- -S-- ---1--6-7 ------- - v - --------------------------------------------------- ------------- - 76 0 - ---------------- ----------------------------------- --- ----------- --------- ------ ------- -------- f+ n -------------------- ---------------- - -- cis if if i; ---------- --- ------------------------------------------- 11 11 -- ---- ---------------- ----------------- ------------------ ------------ ------------------------------- 11 ----------------- ------------------------ ----- I'l --------- 41 ------ --------------- ----- if ---------------------------------------- L L-ft-E: if If A4P —x— --x— —x— —x— —x —x- . . . . . . . . . . LEGEND NE W POND AR2 92+56.00 POT L 792+5600 POC(70'RT) . EXISTING CULVERT REMOVE STRUCTURE/ STORM SEWER PIPE PLUG EXISTING PIPE NEW CULVERT, STORM SEWER PIPE BORE HOLE LOCATION EXIST. CATCH BASIN. L J GRATE INLET, MANHOLE. WETLAND CONCRETE INLET M NEW CONCRETE INLET . . . • • • . . WETLAND BUFFER ED NEW GRATE INLET EgKP4 NEW FLOW CONTROL NEW CATCH BASIN STRUCTURE TYPE 1. IL, OR 2 NEW CLEANOUT STRUCTURE 4clizz.: EXISTING FLOW CONTROL STRUCTURE NEW 6' UNDERDRAIN ------- EXISTING ECOLOGY NEW DITCH EMBANKMENT > EXISTING DITCH /CHANNEL NEW ECOLOGY EMBANKMENT SOLID METAL COVER FOR ORDINARY HIGH WATER LINE CATCH BASIN -x— n —x— EXISTING FENCE LINE 0 50 100 SCALE IN FEET AME C:\AAWork\ProjeCtS\SR167\11-29\Drainage Plan-2.d gn PLOT 01:23:47 PM KCION: STA 11 FED.AID PROJ.NO. A=k SR 167 41/29/2005 -- -10 WASH wollow"M D15 Q BY basserb 15TH ST SW TO S 180TH ST ED BY J. BUOY w NUMMR D BY OSA031 A'N; Washington State STAGE 3 SHUT J. BUOY M D BY K. EZEOKEKE a tams ens. I Department of Transportationi --I Al ENGR. J. JOHNSON f E DRAINAGE PLAN = AL ADM. L ENG REVISION DATE 5 By W), QAT PA. PAW T 2 E ��t ;,, t, T �) - LEGEND EXIST: CATCH BASIN. NEW POND O A ® Ifl ( GRATE INLET. MANHOLE. �� C f�I -- ---- ___XISTiNG CULVERT CONCRETE INLET REMOVE STRUCTURE) low T� STORM SEWER PIPE NEW GRATE INLET �' PLUG EXISTING PIPE t$ I 50 BORE HOLE LOCATION Jy+,' '' j 4 .� NEW CULVERT. NEW CATCH BASIN TYPE 1. IL. OR 2 STORM SEWER PIPE WETLAND M NEW CONCRETE INLET i NEW FLOW CONTROL -- (�r�= -- STRUCTURE OUT I-, STRUCTURE CF NEW S' UNOERDRAIN EXISTING FLOW iij� ✓' e - ° -> -- NEW DITCH CONTROL STRUCTURE SEE DD25 FDF2 r' J SR516 212+10 i b EXISTING DITCH/ -- - -. - -. EXISTING ECOLOGY T {� o . ; ;', -' CHANNEL EMBANKMENT AL2 102 +49 �:.� DETAIL - NEW ECOLOGY EMBANKMENT ------ ' `�. e �� SOLID METAL COVER FOR CATCH BASIN ----------- ; : -OHW— — ORDINARY HIGH WATER LINT Ln �: x- x- -X EXISTING FENCE LINE LE NAME C:\dAAwork\t'roiec'kS\5'(Ibf ,tl- e'J\Uralnage Mari -e.aa cr tta az� CIE 01:23:51 PM 114- ISMS FED.AID PRDJ.NO. � Amok SR 167 D16 TE 11/2912005 10 WASHIs MAP , OTTED BY -- - - SIGNED BY J. BUOY 4w MLIAMR � � ®�g WETLA€ D AREA AW -5 - '— - _�i,' �- -" STAGE 3 SHEET TEED 6Y h uj �� r 'ffsF c I d-------------------------------------I ------- - - - - -- - -- ° Y: 2�� ° ----------------- "� t, i 11 -_ �. —,— —,— —,— — —,— _ —, L'i �T'I If itIf I. JOHNSON i ' — — —i— —,— —,— — — —,— —,— — —, - - - - -" —.— —i — - -- --- {A.) --- -' -'— - - ------ - --'--- -'-- -- -- --- - ------ --------- ---- --` - -- - -' -- ----- tP 1 _ 11 it II .dtx— — ���m_ >__ S1B4E S .'I,' ----------`-------- ----------- If O DATE BY >z__ s, _z_a___z__ >m »__ 7a_ TAW WX '. - - -__ °> >__ _ ------------------------ __. _ 805 ------- - - - - -- - ��� -� - - -- - - - -- - - - -- - - -- - -- - - - - - - -- -- - - -81- o - - - - -- - - - -- - - - - - -------- - - - - - - '" LL) -- -- - - --�r- it -- - - -------- - - - - -- - - --- — ----- --- --- _ - - - - - - - - - _ - w--- s - -- -=,-- ------- -- - , - - -- _ - i� _ _ - - - -- -- -- --------------- - - - - -- — - - -- --- ---- ---- -- ------ --- --- -- -- - - -- ----------------- - -- - --- -- --- - - - -- - - -- - - ------------------ -3�1Q ----- - --- ' --- -- uj - - - - - -- w - - -- - !1 -- ------------ - - -r -� . - -- -- - - - - -- ------------------------------------------------ u, --------------- jl- -- -- -------- - - - - - -- - ' �I I ------------------------ ----------------------------------------------- - — _ -,- -, -,- -,- -, -, -,- -,- - - - - - — — — _ _'— —'— —'— —' -- - -- - - __ --µ --------- Z o us + y J!----------- - -- - - -- - - ------- ----- ---- ---------- --- Ii_ -- -- - -- -- - - N I --" - -- - -- --- - -- -- _ „- -_, O' ! - -- -- --- --- -- ---/jt---- --`- - --- It i ' z It iI if u _ t- � 7 / s ; DR2 3 +83.57 PC BE(= �! -', -✓'' a /' - ri �' DR2' 3 +86.33 POT AHD ° f! ` (J� - ------------------ _ .._-- __...___ f -- -S q� -' '-- ' , i ��� - -- - -- --------------------------------------------------- ^•- ---------- - -' 1516 Y.j SR 218 +90 POT AR2 102 +06.90 i DR2 0 +96.46 ? 90 m' " JL tt NOTE: 5 ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMINATER DETENTION TREATMENT FACILITIES. ' � o so too BOLE I N FEET 22 LE NAME C:\dAAwork\t'roiec'kS\5'(Ibf ,tl- e'J\Uralnage Mari -e.aa 7 p tta az� CIE 01:23:51 PM a REGRU ISMS FED.AID PRDJ.NO. � Amok SR 167 D16 TE 11/2912005 10 WASHIs MAP 15TH ST SW TO S 180TH ST OTTED BY basserb SIGNED BY J. BUOY 4w MLIAMR � � ®�g I Washington State STAGE 3 SHEET TEED 6Y J. BLI�Y �� r 'ffsF c � 2�� .E ECXED BY .—. IC. EZEC'3ISE4iE � �T'I OW. ENGR. I. JOHNSON 1 S1B4E S G I OVAL ADM. REV I S $ ON DATE BY v &z'> P.X. P 4W M 7a_ TAW WX '. m w if THOMIPSOM AVE ED J � LL) 01 if � w _ � _j � m �w _ _j 8 2 15 � ^/ 9 |�q - - --( ---- ——` ----' ----e-----_--'- _ ��" - 7 � '_ �_______- _ / � \ I / mUuLm *vc __ _____________^__ ___ __ T|' ^ ^ �—rr ` LINCOLN AVE ' | ' /-' ~— - "/ �7 - �� 13 18 ------------------------------- Ll �. N4DEEN AVE -------------------------------- NOTE: ALL ECOLOGY EMBANKMENTS ARE x pmnT OF THE STOewwATE* DETENTION rnE4TwEwr r4cILlTIss' Ols23:55 PM D BY J. BUOY I BY J. BUOY .NCR. J. JOHNSON 6L ADM. L. ENG REVISPO 10 WASH � � � � + w � Li * � + � = _j � m w _ � SCALE IN FEET LEGEND ------------- STORM SEWER PIPE REMOVE STRUCTURE/ NEW CULVER PLUG EXISTING PIPE STORM SEWER PIPE BORE HOLE LOCATION EXIST. CATCH BASIN, WETLAND L j GRATE INLET. MANHOLE, CONCRETE INLET . . . . . . . . WETLAND BUFFER NEW CONCRETE INLET NEW GRATE INLET NEW FLOW CONTROL E�� STRUCTURE 71 NEW CATCH BASIN TYPE 1, IL. OR 2 Z Z EXISTING FLOW NEW CLEANOUT STRUCTURE CONTROL STRUCTURE NEW S' UNDERORAIN ------ EXISTING ECOLOGY EMBANKMENT NEW DITCH go NEW ECOLOGY EMBANKMENT EXISTING DITCH/CHANNEL H W— ORDINARY HIGH WATER LINE SOLID METAL COVER FOR EXISTING FENCE LINE CATCH BASIN X_ Awk mm TrAf Washington State SR 167 D17 15TH ST SW TO S 180TH ST STAGE 3 SHEET OF Awk mm TrAf Washington State SR 167 D17 15TH ST SW TO S 180TH ST STAGE 3 SHEET OF WETLAND AREA AW 7- co 10, WETLAND AREA AE-9 NOTE: ALL ECOLOGY Ew84wxwEwTS ARE x pxnT OF THE STOxw*xTEn DETENTION TREATMENT FACILITIES 6 So 100 SCALE IN FEET LEGEND 01:23:59 PM ED BY J. BUOY D BY J. BUOY D BY K. EZEOKEKE ENGR. J. JOHNSON 6 So 100 SCALE IN FEET Washington State ST Fup SIIEE- -� J� SHEETS LEGEND NEW POND ------------ EXISTING CULVERT REMOVE STRUCTURE/ ----------- STORM SEWER PIPE PLUG EXISTING PIPE NEW CULVERT. BORE HOLE LOCATION STORM SEWER PIPE ri EXIST: CATCH BASIN, WETLAND L J GRATE INLET, MANHOLE, CONCRETE INLET . . . . . . . . WETLAND BUFFER m NEW CONCRETE INLET F_� NEW GRATE INLET NEW FLOW CONTROL STRUCTURE M NEW CATCH BASIN TYPE 1. IL. OR 2 EXISTING FLOW NEW CLEANOUT STRUCTURE CONTROL STRUCTURE NEW 6' UNDERDRAIN ------ 4.11 ----- EXISTING ECOLOGY EMBANKMENT NEW DITCH ___0_ NEW ECOLOGY EMBANKMENT > EXISTING DITCH/CHANNEL ­0 H ORDINARY HIGH WATER LINE SOLID METAL COVER FOR FENCE CATCH BASIN X_ _x_ _x_ EXISTING LINE Washington State ST Fup SIIEE- -� J� SHEETS E MW 71 9 11 NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. I 6 s0 100 SCALE IN FEET EXISTING CULVERT, STORM SEWER PIPE NEW CULVERT, STORM SEWER PIPE EXIST: CATCH BASIN, L GRATE INLET, MANHOLE, CONCRETE INLET m NEW CONCRETE INLET F71 NEW GRATE INLET NEW CATCH BASIN TYPE 1. IL, OR 2 NEW CLEANOUT STRUCTURE NEW 6- UNDERORAIN NEW DITCH EXISTING DITCH/CHANNEL SOLID METAL COVER FOR CATCH BASIN SR 167 y. 15TH ST SW TO S 180TH ST TOP Washington State STAGE 3 DRAINAGE PLAN NEW POND REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION F WETLAND . . . . . . . . WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE ------ EXISTING ECOLOGY EMBANKMENT lm NEW ECOLOGY EMBANKMENT ---OHW-- ORDINARY HIGH WATER LINE x- -x- -x- - EXISTING FENCE LINE SR 167 y. 15TH ST SW TO S 180TH ST TOP Washington State STAGE 3 DRAINAGE PLAN I r W W GoS W W c 0 Go J 4 F vy W 2 J S U a 1 3 93 +84.11 PC AL3' 93 +06.3 PT BK = AL3 93 +12.15 POT AHD (1 9 , r - -_ WETLAND AREA Aid-1 SEE POND DETAIL 14 . SHEET DD18 84TH AL3 95 +35.01 DL1 894 +24.80 8 3 \ a t,,' 3 6 s N ;- P3 2-04 s. 2 PH -04 �- '-- ---- ---_- -- - --- — --- ----------- -- ______----------------------- ___ 1 AL3' 86 +00 PC -- -- -- -------- -- - - -- — 886 +00 P0Tt68'L7) • ---------------------------------- --- --------- ��6- - - - --- -- ----- -- - - - - - -- - -- -- - - - - -- ---- - - - - -- --- - - - - -- Sgt - -fl6 r ------------ ---------------- - - - - -- -- - --- - - - - -- Z N- 895 - - -- ------- - - - - -- ----------- -------- - - - - -- - -- ----------------- - - t -L+NE- - - - - -- ------------------------- - - - -- — - -- ----- - - - - -- ------------ - - - - -- -- - ------------------------- - - - - -- -1 -- - - - - -- -- - - - - - - -- --------------------------------------------------------- - - - - -- -- ---------- - - - - -I "mires ICI. d - -- n --- '---' ------------------------------------------------------------e--'�----- --- ------------------ - -- -- ----- -- - ---- ----------------------------------- --- - -- ---- - -- - - - --- -- ---- - - - - -- - -- - - -_ -- -- LEGEND EXISTING CULVERT. __ ______ --- - STORM SEWER PIPE AR3 86 +13.02 POT(AHD) _ _ _ NEW CULVERT. O - - - - - - STORM SEWER PIPE � EXIST: CATCH BASIN, - - -� ri E GRATE INLET, MANHOLE. DRI $92 +29.10 PT CONCRETE INLET m NEW CONCRETE INLET DR1 890+29.10 PC 0 NEW GRATE INLET / DRl 889 +56.57= NEW CATCH BASIN 84TH AVE S 41 +78.47(17'R7) TYPE I, IL, OR 2 NEW CLEANOUT STRUCTURE NEW 6- UNDERDRAIN NOTE: NEW DITCH ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER 0 50 . �__ EXISTING DITCH /CHANNEL 100 DETENTION TREATMENT FACILITIES. A SCALE IN FEET SOLID METAL COVER FOR CATCH BASIN X--X- - - FILE NAME TIME 5: \4t2353 \SHIS("3 \N(CKC9 06:40:14 AM F'0CKc s \a n\Aaa9naUS9 4 \L5ub s.YPwtm0n- ,R00en0UrP?,,.0 n ytey� y �y ESd': 4: "� "— k�i �E1 i5z0�I DATE BY : . ssxR FED.AIO PROJ.NO. IO WASH � 05A031 CON c7 NO. LOCATI X 9a. ^' � °A� �" .ss* a`� $ r� xl, 8�� / ; P9✓4f !pP ° � > :> Ls s� oa =� Adft MONNIUM Washington State Department 0$'�`ranspor �. :. �x 9�x pare DATE 02/01/2006 PLOTTED BY Eabornm DESIGNED BY J. BUOY ENTERED BY J. B[� sY CHECKED BY J. ppE/ZRLtE�99C���YYdgg���qK�Ep PRD3• E6iV 1e S,dViil936dd8 REGIONAL ADM. L. ENS NEW POND REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION WETLAND WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY EMBANKMENT NEW ECOLOGY EMBANKMENT ORDINARY HIGH WATER LINE EXISTING FENCE LINE SR -.. f5TV TO 180TH ST STAGE 3 2�€S DRAINAGE PAN SHEETS 11/29/2 BY basserb BY J. Buo) By J. SUW T.23N., R.5E. ------- ------------------------ ----- ------ --------------- di k wE' NEW POND LEGEND EXISTING CULVERT STORM SEWER PIPE NEW CULVERT, STORM SEWER PIPE EXIST: CATCH BASIN, GRATE INLET, MANHOLE, CONCRETE INLET m NEW CONCRETE INLET _----- - »._---- NEW GRATE INLET NEW CATCH BASIN TYPE 1, IL. OR 2 ----0 H, %A— NEW CLEANOUT STRUCTURE x— —X— —x— NEW 6- UNDERDRAIN NEW DITCH > EXISTING DITCH/CHANNEL SOLID METAL COVER FOR CATCH BASIN 11/29/2 BY basserb BY J. Buo) By J. SUW T.23N., R.5E. ------- ------------------------ ----- ------ --------------- di k wE' NEW POND WROJ. ENGR. J. joHNSOIN i 1 3 11; NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. .AlD P'ROj.NO. pi l3 ------------------------------ Washington Sate lment of Transpar AR2 43+25.00 POT L 1043+25.00 POT( 50 100 SCALE IN FEET SR 167 1 ST H ST SW TO S I BOTH ST STAGE 3 DRAINAGE PLAN fn taY tcI W w Ln 0 w z mll T411 REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION WETLAND WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE _----- - »._---- EXISTING ECOLOGY EMBANKMENT NEW ECOLOGY EMBANKMENT ----0 H, %A— ORDINARY HIGH WATER LINE x— —X— —x— EXISTING FENCE LINL WROJ. ENGR. J. joHNSOIN i 1 3 11; NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. .AlD P'ROj.NO. pi l3 ------------------------------ Washington Sate lment of Transpar AR2 43+25.00 POT L 1043+25.00 POT( 50 100 SCALE IN FEET SR 167 1 ST H ST SW TO S I BOTH ST STAGE 3 DRAINAGE PLAN fn taY tcI W w Ln 0 w z mll T411 RIFA RM 92AMEM 9 w ffix 11 # �. i � 8 Al -x- -x- -x- -x- I 10 ILL ---- i ADPAH V 1 C 0 N T Pni Al 9 PA - - ---------------------- - --- - -- ----------- ------------------------------------------------------------------------------------------ • - ------- ------------ ------------- -------- ---------------- -- --7-- -T LL f i ------------ A - ------- ----- ----- -- - - - - --- ---- ----- ---- --- - - --° - --- --- - -- - - - -- --- -- ----- ------- - - - - - -- - - ----- --- --- - - - - - - -------- -- --- --- - -- ---- - - - - - - It - - - - - - - - - - - - - 5 " i --------------------------------------------------------------- tr - ----- ------ -------- Nit ------ -------------- -y �� --------------- La - -------------- L C.2 uj --- -- --- -- ---- ----------- ------------- ------- ---------------- - -- ---------------------------- ---------- ----------- ----------- ------------------- ----------------- Lu w 61 x + ------------------------------------------------------------- --------------------- --- - - - - - - - - - - - - - -- -4i--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- --- - - - -- - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1ja ---------------- --------------- ----------------------------- — — — — — — — — — ----- -- -- -- ----------------- W IL -- --- ---- -, --------- !J- z------------------ -j • • . • . . . . . . . . . . . . . . . • . • • . . . ♦ . . • . . • . . . . . • • . ♦ . in P1 ---- -------- + ;Liu in All, :2 WETLAND AREA Z -7 -17 WETLAND AREA Z-6 LL) Ail, S 180TH 10+00 POT • .. ........ AR2 56+63. 40 POT DR2 55+22.20 , POT .... ... ... .............. 7 ALL, NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. --------------- -71 CT) "` I 1E BEGIN DITCH Ilk 1, 1 { 1 04:13;23 PM EXISTING CULVERT, '44. CUM Adft MENWAM vwffAw VOT Washington State Department of Transparl aATE P.C. STAMP M 31/24/2006 STORM SEWER PIPE J. BUOY REMOVE STRUCTURE/ YL EZEOKEKE J. JOHNSON .. ... .... Mw ..... . .... L ENG REVISION PLUG EXISTING PIPE NEW CULVERT, 12 STORM SEWER PIPE lgt BORE HOLE LOCATION EXIST: CATCH BASIN. WETLAND GRATE INLET, MANHOLE, CONCRETE INLET A . . . . • . WETLAND BUFFER NEW CONCRETE INLET NEW GRATE INLET NEW FLOW CONTROL STRUCTURE NEW CATCH BASIN TYPE 1. IL, OR 2 EXISTING FLOW Q) NEW CLEANOUT STRUCTURE CONTROL STRUCTURE NEW 6' UNDERDRAIN ....... *.% -- ---- EXISTING ECOLOGY EMBANKMENT > NEW DITCH NEW ECOLOGY EMBANKMENT > EXISTING DITCH/CHANNEL ORDINARY HIGH WATER LINE FM SOLID METAL COVER FOR CATCH BASIN -x— —x— —x— — EXISTING FENCE LINE NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. --------------- -71 CT) "` I 1E BEGIN DITCH Ilk 1, 1 { 1 04:13;23 PM FEE}.AID PROJAC. I !WASH I jw maw OSA031 DATE BY '44. CUM Adft MENWAM vwffAw VOT Washington State Department of Transparl aATE P.C. STAMP M 31/24/2006 I ob or Pm J. BUOY J. BUOY YL EZEOKEKE J. JOHNSON .. ... .... Mw ..... . .... L ENG REVISION 12 ---- ----------- ----------- A NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. --------------- -71 CT) "` I 1E BEGIN DITCH Ilk 1, 1 { 1 04:13;23 PM FEE}.AID PROJAC. I !WASH I jw maw OSA031 DATE BY '44. CUM Adft MENWAM vwffAw VOT Washington State Department of Transparl aATE P.C. STAMP M 31/24/2006 I ob or Pm J. BUOY J. BUOY YL EZEOKEKE J. JOHNSON .. ... .... Mw ..... . .... L ENG REVISION *wM-'w%0 0 50 160 SCALE IN FEET SR 167 322 15TH ST SW TO S 180TH ST STAGE 3 1422' 861 DRAINAGE PLAN SHEEIrs A1_2' 65+75.70 PT EK AI-2 65+85.2 FIT AHD 3 D DETAIL SEE DD19� 2 it DL2 63+53.1 POT(BK) = DL2 63+5301 PC,AHD)(9.5'LT) T.23N., R,5Ev 6 A + (A RT) BEGIN ECOLOGY DITCH 7 D22 10 G SEE LEVEL FLOW tiii I SPREADER SHEET DD23 DL2 68+10.10 F'07 !068+10.10 P - 0 .. T (66.� 'LT) --------- -- cli- - - - - - - - - - - - - - - - • a 60 AL2'- RM --------------- ----------------- --------------------------- ---------- uj --- -------------- --- ----- uj ---. --- : -- ------------ --- --=— ---- ----------- lo -------------------------------- x---------- - ------------------ L ------------------------------------- ------------- --------- --------------------- ------------------------ -- ---------------------------------- -------------------------------------------------------- ------------------------- w w vi 5 1060 SR ------------ -------------- ---------- ------- Eys - ------- --- -- ------------------------------- ---------------------- -----------------------------_______- ___- ___L__ - j-1-NE -------------- --------- ---- 1 - -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - ------ �11-------------------- DR2' 68+50.00 0 4 12 1 L 1068+50 POT (65r RT) 21 (22) ----------- -------------- ---------------------------------- ------ - ---------------------------------------------------------------- - -------------------- --- ----- -------- ----- --------------- - ---------------- -------- ----- - ------------ ------------- - ------------------ ------------------- ----- --------------- W-4 65 w • • . • • • • • . • • • "1a • . • • . • . . • • • • . . . . . . . . • . . • • • • • • . - ----- -------------- L) 0 22 Q - L IOTI+15 (102 RT) END CREEK CHANNEL 24 11 ��S r23\ 7j BEGIN DITCH 9 tsF 0 w z CJ LEGEND L 1068 RT) NEW POND DR2 65+50 ( 4 RT) -CND IND 2 DIT 401 0 ECOLOGY DITCH BEGIN CREEK CHANNEL PLUG EXISTING PIPE BEGIN 2' DITCH Aft 1DR2 63-50 (35 RT) EXIST; CATCH BASIN, BEGIN ECOLOGY DITCH CONCRETE INLET SEE LEVEL FLOW SPREADER NEW CONCRETE INLET SHEET 0023 • . . o• . a• WETLAND BUFFER NEW GRATE INLET NEW FLOW CONTROL NEW CATCH BASIN NOTE: STRUCTURE TYPE I. IL. OR 2 ALL ECOLOGY EMBANKMENTS ARE A PART OF NEW CLEANOUT STRUCTURE EXISTING FLOW THE STORMWATER DETENTION TREATMENT FACILITIES. CONTROL STRUCTURE FILE NAME C-\AAWork\Prolects\SR167\,1) -292 Dr alncee 2 NEW DITCH EMBANKMENT TIME 01:24t22 PM ED.ATD PROIJ.N0. 6. EXISTING DITCH /CHANNEL DATE 11/29/2005 0 1W 1 ASH 0 v ORDINARY HIGH WATER LINE PLOTTED BY CATCH BASIN -x— Ja,- Wilmot DESIGNED BY EiqTtRFO BY j. BUOY J. SUOY 05A031 ----------- 41 CHECKED BY K. EZi:OKEKE PROD. ENGR. J. JOHNSON tsF 0 w z CJ SR 167 D23 MAP 15TH ST SW TO S 180TH ST Washington swe STAGE 3 SHEET 243 rtment of Transportation OF DRAINAGE PLAN SNEETS LEGEND EXISTING CULVERT NEW POND STORM SEWER PIPE REMOVE STRUCTURE/ NEW CULVERT, PLUG EXISTING PIPE STORM SEWER PIPE Aft BORE HOLE LOCATION EXIST; CATCH BASIN, GRATE INLET, MANHOLE. CONCRETE INLET WETLAND NEW CONCRETE INLET • . . o• . a• WETLAND BUFFER NEW GRATE INLET NEW FLOW CONTROL NEW CATCH BASIN STRUCTURE TYPE I. IL. OR 2 NEW CLEANOUT STRUCTURE EXISTING FLOW NEW G' UNDERDRAIN N CONTROL STRUCTURE ------ EXISTING ECOLOGY NEW DITCH EMBANKMENT EMBANKMENT NEW ECOLOGY EM EXISTING DITCH /CHANNEL SOLID METAL COVER FOR c H ORDINARY HIGH WATER LINE CATCH BASIN -x— EXISTING FENCE LINE SR 167 D23 MAP 15TH ST SW TO S 180TH ST Washington swe STAGE 3 SHEET 243 rtment of Transportation OF DRAINAGE PLAN SNEETS no NEW POND REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION WETLANO WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY EMBANKMENT I — NEW ECOLOGY EMBANKMENT --OHW-- — ORDINARY HIGH WATER LINE -X— —X— —X— — EXISTING FENCE LINE T.23N*v R*5Et WoMe .ND PROJECT SR 16T MP 24.97 STA L 1084+50 PDT EXISTING CULVERT, STORM SEWER PIPE NEW CULVERT, STORM SEWER PIPE EXIST: CATCH BASIN, GRATE INLET, MANHOLE. CONCRETE INLET NEW CONCRETE INLET NEW GRATE INLET NEW CATCH BASIN TYPE 1. 1L. OR 2 NEW CLEANOUT STRUCTURE NEW 6- UNDERDRAIN NEW DITCH > EXISTING DITCH/CHANNEL SOLID METAL COVER FOR CATCH BASIN no NEW POND REMOVE STRUCTURE/ PLUG EXISTING PIPE BORE HOLE LOCATION WETLANO WETLAND BUFFER NEW FLOW CONTROL STRUCTURE EXISTING FLOW CONTROL STRUCTURE EXISTING ECOLOGY EMBANKMENT I — NEW ECOLOGY EMBANKMENT --OHW-- — ORDINARY HIGH WATER LINE -X— —X— —X— — EXISTING FENCE LINE T.23N*v R*5Et WoMe .ND PROJECT SR 16T MP 24.97 STA L 1084+50 PDT VAULT PLAN IMA& x x1i --RED BY J BUOY K EZEOKEKE ,.KED BY L 1075+98 (100' RT) 9E 6 7a a a a al o , 100 SCALE IN FEET .AID PROJ.NO. AM. GAP Washington State E 5. 8518!97 LWATION no. AL Department of Transpor ATE, DATE NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. SR 167 M 15TH ST SW • S 180TH ST STAGE 3 SWEET 244 AM DRAINAGE PLAN SHEETS Ali, Alt, ui uj d4 ALL, ALL, . . . . . • ------- ------------------- . . . . . . . . . . . . . ----------- ------- I :1 ----------------------------- -------------- --------- ------ ---------- ------ ----- ---- ------------- Uj-------------------------------- J ------------ �,L -------------------------- ----------------------------------------------- uj-------------------------------- ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------------------------ It 1 0�,7 5 7 1QJa5--L--L1-NE _N E ---------------- ----- -- + 11 108"------- - - - - - - - - - - -- ------------ --- ---- ------ ---- - - - - ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - --Sr ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - 77 7 7 - - - - - - - - - - - - - 0 --------------------------------- _j 3 ------------------- --------------- 5 8 ---------------- 9 10 --------------f---------------- 12 — -------- 1 3 ------------------ u 14 nu 15 --------------------------- --------- -------- -------------------------------- --- ------ -- ----- -------- ---- ------------ ------------------------ -- ----------------- l ------------------ --------- --- -- ------------ ui z ALL, 3: AJA W4 Aw x— —X— to x ........ — VOL ..................... ... A 67 =696d.di llt i ilu -4 L I0T8+07,43(IO9o8§* RT) D23 Q 3 \�= END 2' DITCH Wi. 21 23 L 1076+25 (80' RT) -?.-; BEGIN 2 DITCH VAULT PLAN IMA& x x1i --RED BY J BUOY K EZEOKEKE ,.KED BY L 1075+98 (100' RT) 9E 6 7a a a a al o , 100 SCALE IN FEET .AID PROJ.NO. AM. GAP Washington State E 5. 8518!97 LWATION no. AL Department of Transpor ATE, DATE NOTE: ALL ECOLOGY EMBANKMENTS ARE A PART OF THE STORMWATER DETENTION TREATMENT FACILITIES. SR 167 M 15TH ST SW • S 180TH ST STAGE 3 SWEET 244 AM DRAINAGE PLAN SHEETS i a ------------------- — -- - — ----- ------------------ — --------- - - ------- ------ ------ ----- --- — --- ---------- — - "I — — ------------- - - ----- - ----------- -------- - - - --- — -------- — ---- ------- ---------------- — ------ -------_ - --- --- — -- ------ _77 ----------- --- —7-7-7— ------ --------------- — - — ----- a LLJ Lnth. t CL -j C i a a i a 16— N t a - ----- _ °_--- ---------------------- — ----- — ----- --------- ------ - — ------------ 4 ----------- ---- ---------------- --- - ------- - ---- — -------- --------------- ------ - — ----------- 7 ------- ��-7-- 77— -4 ------- — - — --- --------- — ---- ------------ ------------ --- --- --- — ----- — --- -------- — ----- ------ — ------- - ----------- — ------------- — a i 00 a i i a > W cc CO W --- ----------- V --------------- ---- — ---------- --- — ------ ---- — ---- — ------------- --------- — ----- ---- »-- :- ___ --- ------------ ------------- w - ---- — ------ --- -------- --------- --- — ---- 77, --- — ------- — -------------- ----------- 7—t -7---- -- - ------- — — ---- - 7— Q �j CC a Ua N.G,.VaO OF 1 29 a T51 --------------- --- - ------- - - . ....... . . - ----- - -- - ----------- - ---- - ------- - ---------------- - ----- - ------- ---------- - ------------- - ------------ — --------------------- ---- — — — -------------- — - — — --------- — - — -------- - — ------ 1PE,LOGTHS SAOWN ARE NOT Td SCALE.1 a A a 7.97 i To! 71 =� ------ --- ------ ------ ---- --------------- - - - ----- - --- ----------- - ----- - ------ 4-10 --------- ----- — —==z ------- - 4 'X:� . . ........ - ---- --------------- 4 — ------------ 4 -- — ------------- — ------------- 4 ---- — --------- 4 ---------------- --------------- 4 --------------- --- 77-7- --------- — - — a N I 7 1 65: 65 -- ------- - -—-- — a ----- --- ------- - °- -- --- - ---- .__________________________»__ — ---- 7 ------------ --- - -- —--77 --------- - - ------ -------------- I -------- - -- - - ---- ----- ----------- --------------- t 7 - -— - .... . ------ -------- -- -- DI' 5 4:i : , ; : � :, �,: ,: �!:, �: � : 1 - : � W ; ... .. . ... . i a i a i ------------ - - - ---- - — -- - --------- - - - - ---- - ---- r - - ----- - - - --------- - - -- -------- -------- ------- - ----------- -- --------------- ---------------- -------- - - - -------- ------- - --------------- ------- - ------ ----- ----------------------- ----------- ------- ---- ------------ I ------------------ ------- -- ---- Sc OULE AIMRM ENE? P I:;PE I Am; ,SCHEDULE A STOPM SEWE* PIPE V2 IN. QIAM. ---------- — -- --- — --------- 4 ----- — --- — ---- 4 --------- ---- — --------- ------------ — -- -------------- --------------- --------- — ----- 4 --- — ---- - - ---- 4 --------------- 4 ------------- — ------------ — --- i'-7 — ---------- ------- — ------ ------------ ---------- -------- — -- — - 4 7-7 -- — ------ —4 T a a 7 ----- — - - -- ---- ---- - --- ----- - - -- -- -------- — ----- t ------------- 7?- 77 7- -7177 ---------- — -- 7t -------- — --- --- — -- — --------- — --- — -------- --------- --7t -------- — -- 7--t ------ — ------- -7 ---- 77—f ---------------- 7 ------ t -7 ----- - ---- ------- ------ — --- -- -- -7- ------ --------------- ----- ... i i i a i i i a a — — ------------- ---- — — - — ----------- — ------ — ----------------------- -------- — - — -- — - — ----------- — -------------- — ------ — - — -- — — ---- — ----------- — — --------- — — - — ------- — — -------- — ---- ----- — --- — - — -------------- — --- — ---- — --- — --------------- — - -- ------------------------- ---------------------------- ------------ — ----- — ---------- — ------- --- — ------------ a 0 (P i w i 0% a 4 --------------- — ------------ .... ..... ----------- ------------------ ------------- --------- ------ -------- --------- — - — -- ------ — ------- ---------------- ----------- --- — ----------- --------------- --- — ---------- 4 --- — ---- ------- O ----------- z L) 01 ------ --- — - ----- — --- ------ 7 - — ------------- ------- — -- — — V) 0 409; i a a 0 Uj: C:) + I a C) M i w + LU a i a x ( v mi C uj n I 1 0 — ------ — --- t — ---------- - — - — ------- — ------ ----- ....... ------------ — -- 7 — --------- -------------- I --------- 4 ------- ------ tA - ------ -------- - 7 --------------- --- — ------ — --7— ---- --------- - -7 ------ 77 -------- 7-----!� ----- ----- — - t--l— 7 -- — — -- --- — --------- 7t ------ - 7-7--,l -- --- 7 ------- --f - --- - ------ -------- ------ i a cr! 14 €i-j0: a 7 7 75 77- -- — --------- — --7 — --- — --- ------- -- — ---- ---- — ----- 7-1 a i I 71 0 5% ca ---------- :n 70 651 ...... 11 - — ------------ 4 --------- — - — -- 4 ------------- — 4 ---- — -- — --- ---------------- --------------- --------------- -------- — -------------- — -- — --------- 7— -4� --------- — — — — -7-- — —4 -- — --- — ------- ------ 7 ------------ 7 17 .. . . . . . D5 a i i a 65 - - -- - ------- -- ---- ------ o ------------ - -- - --------- ------ - -------- -------------- - ------------- ----------- ---- — — ---------------- ------- 7 .......... --7-1"' 77-7-1-71 ------ -17 .7 7t ---------- — --- i ----- -- ------- t - — ------------ - -------------- ---------------- ---------------- ---------------- --------- --- -- -- — ------------ ------ 7 ------- — — - — -------- -- — ----- — - ------ — - i a a 1 a 60: a --------------- ---------- - - -------- . . ... ....... ... . ...... - ----------------- -4- ------ ---------------- i 7" .......... --------------- --------- ------------------ -- ---------- ----------------- ------------------------------- — ----------- -------------- -------------- -- ----- ---------- I - -------- --------------------- — --------------- — ------ — -- ---- ------ — ----- -------------- ------------- — ---- — --- -------- — --- I 7D5 4 LL i i a i T 115:F f i A FT --------------- I ------ - ------------ FURN I SiH I NG AMP JACKINIT STEE4 CAINQ SCHE6ULE A,$TORM EV f ER IPE S PIPE -4 ------- 4- ---------- -i --- - ----------- 4 ------ - ------- ------ 12- ---------- -- - ------------ t -------------- - ---------------- - ------------- ------- - ---- - ----- 1. -------------- --- --------------------------- 4 -------------- 4- —4 --------------- ---------------- 4 -------------- --------------- -------- — --- t ------------- — 7 --- — -------- 7. TIME 09:26t!3 AM, i FED.AID PROJAD. AdW xv SR167 Erl 5ATE I i/29/2005 Ej PLOTTED BY lcibornm 0 WASHY MAP 15TH ST SW , TO S I BOTH ST DESIGNED BY J. BUOY STAGE 3 114 Washington State- ENTERED BY J. BUOY A031 245 CHECKED BY K. MOKEKE Department of Transportation 961 CPC j. ENGR. B. JOHNSON DRAMAGE PROFILES NOTE. SEE DOI FOR 6ATUM - _ ._ -- -- -- --------- - - ------------ - P° rx , e _._ - _" -------- __• _ ° — w - - -- L3 Ln' 17 co N t4 pg. :;- .:!" w..a. Gw- OJ .. -.... -.... -. - ... i Z r `. tPf aG aaa ; ... '.. ... .. . , ; . . ;.i5....... q - .. , ; : - : iP! :: G 1 t — .____ " --" -- - - - °_ ',`�.=._—____ "" ° °_ _' -_ —. . - -- _ . --- -'t- - ° ""-_7 � ...t' : w ------ _._ — ._...._.__.a__ «- __.___ ". ...... -- :..____ . "_ .... w -.__ _-- _-- __ <_.�..- _____ -_ —_ a .a :__. _.> ____s______ "__— .__....__e...rg. p.__�_._ .. _____.�- _._ °__ :_._ _,._:__a - -... f......,» :- »_.,— ..f_...___...._ _� °:.__ .�...,..__... _...» :. } -. � .__ j.__ .. �_ -- - - g _ _ —. e .. ..... ....... - . , ¢ _ .. ,. ,.� Ln , 0 U:i 47C — ---- - - " - - ' ------------------------------ -- ,___ °_ _ _ , a_ - - . _--°__--_-_____________ _--- ___- - - -__-{---_-___-."-_-.- _______._"_- ____- ___ - } n r , _ . . . . . . . . - t G , G S I aUY pis a iy it _ -, _ -,. . i 70 �O - - ___ : ?5 - - - - ux e ro G , ... S , S Tfl ` —__ ... -G + G I.7 FT.: i -- ; 36 FT ice. 1 A: T SE4� R RIREiI2 I.N, GI9IAA.� Gs, SCI?ULE :A !TI6?w�:S haE:PsPE:B2 IR4, QIA.; C&REOl�L A ST:OFt�i SEEd ; SC EOi! E S , PIPE! 12 r I f - - - -- - . - - - -- - - - -- - -- - ---- - -- - - - ----- — - , I 8- �,: FLOW C'ONT�iOI. �TRtlCTU�tE _ --------------------- e- a=� CA. H ;BASIN ROE _Pi' IN. OI _ __ _ i 171+96 ! - 3 r- ENS : t 33;.7 ; G PS+ , RIM &t rwav - - E °E 68 OO + - - - d : ,e . - - - - - 3 - + _-- "-- . - -- --- ----- - - - -- - a� ul EdSi �s R P- 5. t: RAMP X2 L 4 eDp� f- >- - - - - - -- - - -- , ° . � - - - -- - - --_ - - -- - -- --------------- _ -t- t9. N ei iii � , a— S L p E ; E p � ELEv.'6i.6 _a p _ I ------------------------ 7t?. _ G �___ 6 ADE {: 4 p , 63; �# .. � { a r ± ± ------ -- --- - *— - - -- ------ — -•-- - -- -_ APR R�i�i ; . ...I ..... .... : .... -..� .. .. ... d. 'f, !1 .. CLEARANCE I:o gJ�r .. 6Q ; }... .. ... .. G , Ds -- -..S 1. _ .. .. -... - .., .. ... ... , , Cy . S 80! - a CO +3 : .y paG C i. i { .. .. : .. - -- .... - -... ... bi -C _ :__ "- ._- -_p__. _ _ -...._ { ' {.. .{ f _.»,___ _ "y.. «_ - -- ----- - ....�--------------- , :... - - _ ___ _ 1 , SCAEDULE- STORM SEWER F PE Y2 ;N, at1A�o. E ;. G F R'eISEIi£tNd 9CK:IN� TEEL m45INC 3?GREB II�.IId.;I E Et . h 1'2 FT N %A � e , q 3 NAME C \DC's \SR167 .ew \2305 Drr, Pro „as Proof d �• � PLAIT, 09t26315 c r �s;sv FEO.I a �R�b?O DP2 11/29/2005 — s 6'aS °s ? T ISTH ST SW TO S 180TH ST ED - 6Y E abor m VU a a NEB BY J. BUOY MOM STAGE 3 SKEZT Washington State RED By J. "BUOY CEO 6Y K EZE0KE" ? g s aa. ' w .. 1 Department os§o ._ _ ENGR. J. JOHNSON DRAINAGE PROFILES DATE , NOTE: 3 SEE :G ,I FOR DVUM. .... _ -' _ -_ , » 1 i , E°aEtiJ ..... ... ... _ . _ _ .. _ _.. .. I tli" 0R W 1:z co .... ... .. :�. ..,oi .. __. .... .. ...... ... __. :8.. -- RAQE e 5 �.; i mvw ; to carp: saes _ 1� +.� _ w _ _ t cal _ un r R: 3� �n aye " _ _. ristea . _ iC3 IGI e�.. -a tea: � r � cti � _ � �a a cs u1 rsa _ _. Ica cts i ' cas = �e � R Ne yr cr, . �; EIi9 - " C --5 - _ _ - -_ - - -- - -- -- � ° - cc it 0 5N 0 }- 3 _ » - -_- - - ;. i _ - -- — - — ° ° ° °O { _ ° - - - -- 77-7 — - ,� -� »__, —_ - +- ---- °�._:�•� - _ D6 — _ i 6o`€ - ws 75 --- 9 - -- ...... ...... ..... _. .. _ ...... ..... _.._... ... .. .. ....1' ... .._ .. _. .. -� ; .. .. tC _ SF7. ! tco 4 • - : a Ft1RKI SH I NG AND JAMI:NG 1 ' _. R i _ 5"IEEL CASING ICI '' s-' , . I , _ G4i € t » F 7 i F:'I c c :y A 7 RJR &d R F' Al 7 RM EWER � €'E 39 '�k.' CBIA CLi V RElNF> CON STORE _ - _ _ _ , _ �� ��. �IA�< s���� P. Ft I8 ��� 01 A� -- ---- »-_- -- -- - ------ - - - - -- - `- - - - - -- ----- - - - - -- -__-- - - --- - - - -- -__ '---- - - - - -- `- _t- 7-7 -- - -- , -- - — - - - -- ------ - _ - ---_- - - - - -t ___ : :ee__-t- #-- Y 4 g »y».,.._•_.- _____4- - -____ _-i._"'__-'_"' - j""----- - - ---- ._ .�» - -fi--- - - -- - °- --t -_" _-^t -_ .. .... .. - .. " .. _ . t �t' A MP _ - _ CATCH BASIN TYPE: I 3 _- i LF� :549 .6 f 37 2 : RT 99 ... .... - - y. .... .. .. .�, _ _..... P- .... LM 549146 126 R= 3 _ _ €.� 552¢5�i E I i'�•2 LT> ° CATCH ��SIN t "tPE I: OD O -. - - - - I _.. _. _'_ 65 o I a fad em + 01 r- 15 _ ... a>' 9 7C3 .... .. -. .. .... ..... .... ...,. .. -S ....E .. .. :i'- ... 60 -_ --------- _ '`. I!8 55 _ _ .. i : 55 :;. _ - - __- .;____ -_°_ _ {._:_ _: -_. _: -___ __ �_ {___ s -- - - _._. 60 _ 5�9 _ :. S5 - _ -- _ S - _ -® - -- - ---° - - - -- - -- -- - - I - - --- - -- -- -- ------ - --- -- -- -- --- - -- - -- - - - ° el :_ ; �- 5 �s : is .., .._. _... .. t .. .. 55 c9 5 1 .. .... ..... _.. ... .... ...3: -_� .. ... ��. t:.. -... ..._.. ...... _. __.. ... ... _ __ :5:.. .yy . ...... ...W _ ._.. 'P T ORN SEWER ER P�P T" 3 . _ i fC4 " I}L� _ Y2i IIv, G _ _ !STORM SE�tER::i?I�'m DI +A� .� s: G _ .. NAME C: \C'GN \58167 near\ x€35 Drn Prolf!e„ - Proof.0 n 09:26;28 AN FED.:AIL PROW 1110 � SR167 11/29/2005 ED 6Y aboe nm y SAS & a 15T ST TO ISO ° ST .NESS BY J. BUOY 6 �z w SWAGE sr, ED Y I�CFY 1 o Vw U Washington Staff ��� si; c ED BY r- EZEOKEKE 2 spa rtmq t vl . �a � d#3IB@ �d3 Transportation 8«� "F�=� ENGR. IILHNSON r_�RA&AGE � cn PROFILES 5 cF' NAL ADM. L_ENG REVISION DATE —I 6Y _ NOTE: a i6 +© fl (T7 ) : A A N TYPE C TC1:1 6e3 S I E 2 :CATCH ASIN T°,PE I ; ? AR + 4 { R ) 48 IN. IAM. _ 1 I _3 60 ; — D SEE 03'1 FOR �ATUR�. ,aR 4 { ; I{ I 7'O AL2 6{3fl.flb tf3fl LT) T ;RiM EL v. 60.40 i t F. SH LFI. "598 -,flO i89.i7 LT) LM 599 S�i.�9I.'4ii:T! y - _ - - _ GRADE ..65 ORGIN - - - -- - -- -- I - - _- - - - - -- T - -_ + - .w _ t - ° ° -- a Gg � - + ROUND' ' ; IG NAL G gUNq r� is fib- ' 6 ®' a . _ 60 , ; t. r E �. _. is 55: 55 i 55 ;a s a? ,, '" `� ,• ----- . - - - -- __--- °--- - ;ate - -- S 0, E - -: DI 0 j "; 5 o i l t 5G r _ _ ; 50 _ ; _ - _ __... -- - - - --- - _ _ _ ...:. _ aRR +. i tIU Y ....::. .. ::....:. I o, _ . ::': • SPAS lS i... . :............ 4 a - g _ : .,. _ _ _ _ .. 4 - �.. 4? FT �- � � i : HEI3L¢I;E, A CULVERT av 4 FT ccf IN. DI 4{M..: ss'{ _ _ _ _ _ U. -- -- - - - - -- - q A T RB: Yd p: - �, -_ - - -- - -- _- - a : _ - - - - _ - _- _ - - °_- -- - - -- - - - 5 E E S SR I, _' _.`.: _ _ 50 F-0 , 15� - - FU PE A A � n s. 0 R H N <JC1L5 GSt f't _ _ 161N. i3jaM. -fl:1 IN. Te�ICK ; : _ - _ _ _ __ __ w - -`_ - - - - -- - _ _.�� - - - - -- t , t w a -t _-°- ---1-7- --- t - -- --- r -+ - -- t -_ - - -- -+ - - --- -- , - r- - - -- t S LJi i t $r95 I - t- 1c 'P , IS ED - STRUCTURE,! _ GRADE FlLDM CONTROL _ r DR2::I I +4fl E t 28 R ); _ AT 'H OAS I N : TYPE: 2 _ rs 'si ' ...:::RIt ELEY: t69 0: is _...'2 IN. DII AM. - -CL ,:: s 13L2::I4+23b::d:75 -RTi'. i ? ; ; : : _ - __ o �GiNAL � 0 t+�"' - 0 --. IM ELEY; 55.001,. cgUNfl _ _ " _ �= ...� _ .. _ _ , e *R2 II +4 s89 � RT) ; V) Ln cts z�s i LO - ---- - ---+- -- -+- -- - ----- _ - - ° - --- -{-- -- - - - -- 74 - - -- - - -- +--------------- {-- - - - - -- :+__:_' --__ _ -�° _ «_ -- � ----------- __- +--- - - - - -_ - - + -Y - + - - ° - +_. :. -- - -- ..: + - _ -®s + � �-uv ms's s� ," : z ay {a ao .1 m § _ EXISTING t.. x _ - ORIGINAL F !SHED �. w . - I E A� _ :. GR D_, _ _ a 4, tx GROUND GRADE i 6b _ <r 45 - cs o 4: _ Q or ex 45 ___- -__ --°•a- _._--- --t-- «_______°_ . ". r ..<.. :. .: ;--- -_ °--- °--_- t- -___- °------ -r -- ----- ---�--- ----- °---- �_- -- --`- ----r- __ °_-- -- --- -- -- ----- e--°-- ------- -- r- _- ---- -----•i-- - ---° ---t----- --- --- ---t °-_ - ---- - ---t-- -- --_---- °4- -- - -- - --- -- ---r _..- -- - - ------ ---- -- — ---- °--- +--- --- --- -- - -t- --- ---- °----t ------ ------ r--- °_--- - ---° .... ...... t .. N�' GROUND _ FINISH D i GRAI?E I'. i �✓. 7 b. tlti. .3, i55 , v I 55 4q; flP5 /. 4b --e— t t � _ y� yp. CIreNNEGT 'L0 - - - it v c , € EtSS o i� I�P I xx _ :.::; Q I 4 :SrD it fl A'.RY 5b 35€ 35 i PA _ s}77Fi� I. S L.LS DI w?. asr _ co SPAC S ; . , ; , . PON , , ;- _ _ BOTTOM ° _ : 3t9 -.... ------ _t'_- °__' — . w .__ °__`___:.._..f._ °_.:....._:. _.. p,_ __.,.. °____'- _t- - °, :_'-- __`_t-_ °_.._ ,f...:_:....__' - -_' __- - -_ ----_?,_..:__°'«-- ---'-'-'-_--___ °_'_-------- - --- __ ° --_ -_ ° :.r..�______ -"_-- ° °__ °_ °__`' _ °__ °—___ °° °___ °____"_- °--_:_ __ :a.:,.— _ °_-__-i°"`_ °-_____---t— °_ ___— _ t__-- -__ °__...f -_ ----- ---$--- --- - _ __ 'CH UL ;:A idt cp: 4 ' LL CULVERT LP cy 18 F T E �; _ _ 25 F T : 125 : F.T SGHtDULE All fl2 IN. OIAk1. u? an SGHEDUE A SCHEDULE _A ST__oRM_ 5_EwER --------------- - - - - _. - -- -- -- - --- -- _ ------------ - - - - -- - --- --- - -- -- -- - - - -- - . - . ------------ i �z" - : - ! .� i TORM 5 3 R P P i TORM S °WER PIPPE ,PIPE I IN. D A#: '� � ,%;�, ;QR2 ;p���:� ��. u_ c+. S E ,E I E, -5 E � � _ I2 IN. DIAM. I:2 IN. DIA�le FT - -_ - -: i_ : :� ::.: -- +° - :_,_::._:_ _: _ - - M , - - - --- -- -- --- - - - -- ----- _ ; :it'iIOE���C e3TOft'$TShIdE�# S T - PIPE IS Ind, �iIAMi NAME 5:1412353 \SR167$3 \N1ckle Focko e \d n \Addendum 4 \2305 DrclnFroffles-Addend 4.d n a PLOT' 09 :19:25 AM WGIC&I STATE FED.AID PROJ.NO. B $R1b� 02/01/2006 *' C84 ED BY l abornm I0 I WASH 15TH ST SW TO S 180TH ST NED BY J. BUOY 'm WWII b ' Washington State STAGE 3 2�� ED BY J. BUOY 0SAO31 ����� .n.� " »,��- ED BY k EZEOKE K C�Y� k ST 1 _ T I c 4 W. z TIC"i M. �d �� Department of Transportation[ ---- - 861 ENCR. J. JOHNSON 1D12- .FLO s NE & SLOPE REVISED � .°S�%9b S S E M/ft/ox i �9dtoa�P L. ENO REVISION DATE 8Y + vary DATE DRAINAGE PROFILES sKExTs NAL ADM. TED BY bosserb GNED BY J. BUOY D . BY J. BUOY KED BY r, MOKEKE AM- VrAf Washington State ;ffrr4r&-%JVhvagyr,Lrtv SR167 15TH ST SW TO S 180TH ST STAGE 3 I I MITT M IT M- 72 T: Mm T o N _ _ _ icv - NOTE: €€ DPI i FOR DAB° M. i - _ - ----- -• - •-- kn FIN (SHED :z c+� in z to z ,,,,;.q c{s _ _ Air Afi N BASIN -- � — _ . +- -- � ,r, SAME L" C BSS _ _ cts y a B� _ _ _ GFeQi3PJ ;ut 0 ;: i i i ¢ r3 i a aba o 0 - -- - - - --- -- cs� a ®ate >, , a _ �, s ct x ag;z cv w > 7 v R11 GI NAL: rave ;t.a .__.q 0. _ ; tB •ur war i . a z e— m z 4�AL �s T�'a - . - : �.: R �D 7GJ 4.43 I .4 - .. . ; . � ... � ; .. - ... ; - - . ; .. : S.e ..B .. - ; u It v J (L ..... ...`_' Lh _. — -- ---- " ------ --------- _ °_ '- __ °____ •• e — GRAOE ° — J ; ON ; (%a. w -4 40 - M ~' Z t _ _ s= 5 ' B _ _..... ��' — ; 5 _ E4 T• . " 24 IA . B DI Aq CA SI N B 1 y ------------- 35 � D1 _ 4 ARRY' _ PA 5 LLS � O 4 30 _ _ 5 ,� _ _ _ — - _ ` — °° t ,,a _ pI RIGI° AL _ rn _ _ _ i ws . H3I' T: T 0 CdNeEC Oi GROUND J _ __ ExISTING A IN. s r ; u — _ _ , ; , s —, 40 OI CA ----------------------- 4' FT _. r _ DI F(!$dJISNIN AND JA��CING , ; -- -------- ------------ - -- s *cr ec ARR ; 3 i 0�E �' _ . __ -i - — - w'- ----- ----- - -i "�F? 5 _ _ _ t _ — - t_ �. ..:�_.e� _� r -•t — �w — —_° s - -_ - - -- -- - -t ----- --- _-'r -_ - -__- �- -- - -- t _-- --- - -- r — t —° t r t g — ' ° + — t a i 22 FT �` t4I F7 73 FT CH qUL A S;TORtq 057 €EL ASING SCRED LE A S'[ORJ� S .€ _ � AMi SEWER PI 92 IA8' D1AN9.! SE'�ER PIp€ :I:2 I, 0I 2q IN. SI1 € A ".. ------------ _ -- — REA401'f : EXI57ING ORIGINALS : :GRATE -—: INLET TYPE 2; 8— - A W:OASI QROUN: +' 4 R7J 08 _ 2 E 'T FE A N TYPE! GRATE INLET TYPE 2 t RAT€ I dLE� TYPE MI5 +0E 065 RTJ RIM EEL. 56.:347 £# C SI _ Ei l + ROTATE X347, _ ---- -- 90 F: Ed. F9 4: R7� __ IS fDs L 8I5 00 I25 60i i - ; - - — - - ° g Auk a ;i �I . $ g t r z L 12 +Qt3i $4.4s R SR2 54) (.6 RT 3 T � � - 4h�A7C44 EXI57.J:: ch Rik EL. 54.34 RIMIEL, 60$07 i _ _:; is as i 55: ; B ; ; : e — - ---- — — t -i —••r ---I�. t _,. . ...... .. ..: .... .. ;- ._ ,_ _ _ __ _ � - -RAY ti�t_fT�TYPE 2 ROTA7.. 90 B >� v +: 4 �.5 €iT J _ L 8L� 25 $ '24 ~ISM. fJ; '2 60 I r1as '_ RIM 8 L 5. S 50 AS IASO ------------------ — _ -- — —__ — j 55 45, — Y-- _ «....__. —_ __.__ _ _ f _gam_• CONNECT TO. ; REA40vE 0i i ); j. _ EX TING 24, IN. I i E4ISTINGiCATCN , ,)Q O1AA. a3T511N.TK. I3 50 _ . 6SifV _ , . , 0 ; i i - - 4Ck - -° - -- - - - s- t ------ STEM-- �A- 'a�- I- t+IG-- -- °- ;_ - - -- -- __a..: -__._:" __ - _ - - - -t - -_ ---- -r - ° --- -- - -- i-- -____- _ - - -- _-1-- '; _- -_ -___ • _ r - - B ; Exs T j e 'B DI B 14 BU... , 2 -... _ _ 45 351 'dp 3 7 in ,ua ).n q ON Pw ; , "- , wee" _' , - - - - - r 'S tn CONNECT O :. Ln ,.., .- __— _— ._s._.;.- __- _- _— .-___--------- _ _ ____ __ ____— __a..._____ __ . .___ -.pW__ __ _ ._ _. ,__._...qy _ry.____" _a_.__T_ .�...... ,'...... g .�-- _ ,.__i_. - -.... - - - ... ... . _ 7� F� _q FT ; TEFL CASING: aCH DUi:€ A; STORAd SE'NER D I AM. PIPE - ; 0 Li I : ;� I � � DE., I � Sr i& 135 F T P R 4 AJ� ItAt $?$ i 5 URM: SEWER � �Lr I� I C$NC ,��T A� _I,I 2 iA: DI AM.: a! IPE: F2 il�d.; OI M. _ dA9. PIPE 12 $. 0 I4 '€ !t 1> $#<i:IA4R. o: NAME S:\412353\SRi6743\NTck1e Pock, o e \d n \Addendum 4 \2305 Dro!nProf lies- Addend 4.d n t PLOTS 05:59:45 PBS ��M STATE FED.AID PROJAO. ��� 01/31/2006 _ o 10 I�ASH DP6 TED BY me B eclnk 15TH ST SW TO S 180T ST GNED BY J. BUOY R m *� RED BY J. �4I0� 05A03� °ae�Q Ts� § °�,�° �Vcsshis�giaa� Stag STAGE 3 250 KED 6Y BC, EZEOKEKE t Te+ncT a OeeTSO� zces. Ac Department of Transportation �A £ DRAINAGE R� FILE saEETS ENGR. J. JOHNSON 'ATE OVAL ADM. L ENG RE's I S I OAS DATE _ 6Y __ AM'"- AT H A N S C C � SI --------------------------- --- - -- - » --------------- ---- -- - - - -- -- - -- -° -------- -- . -.. -- - - -- - - --- -- ------------ - -- - ---° - r... s_. w --- i �n o w � k 0. w rz 's: a. A4 di �. av Jc ; tnu,: i 4r -- --- -- - - ---- -------------- - --------- - -- - --------- - -- --------- - - - --- =--- °----- - - -'.:. - - _ __ r _--- + - -° +- - --- +--- - -- - --- - ---- ------ -- - - -- -- - - - - -- _- 4--- --- --- - --- +- - ,: o o to %n J O on srt an # � IM:tn _ .. _ _ o Ln uJ + iu.+ +. �. W� yo-: + _i am t- an s :: a-. - . - ..:: s . . i- ' uo y3 _ o ac o GRADE ®.°° o. a o ws ,h �, NAI " ua in , ,n _ _ _. _ - cu a _ _ __. _ e. .. sGRi)U�iO - £ }; pe ,+ i OR I GL NAL, ; a 563 4 n ° : _ '. „____ ____ __ ___ — ________A .: ---------- -4 ---------- _ _,. :..___.. ....;___...___..-_ r _ .__Sts- 1./ »..}...,,..L_ L_ }_._.____'____— ° __<_ - _ __ . ¢¢�� ems. __ __ : ° �s FINISHED y s . GRA E 4n a > CONNECT 10 ; 45 . , ° 5 - ;i 81 I N. DIEM. +i * PLU6b �Nd .. .. _ �: - . _ PIPE 4 � , v 7 D1? C1T 1 I31 A AN Pd O1 B [9 5 $ I 14 15 i 7 B 1 ,:# .. s _ 463 x dyl T .1` \"I 19 L E� < $ #': a _ 35 _. - - ---- -°- - - -- - - -----° -------------- i : i it9 O #. No t°gn i O1 c� ua in _: 4: r e I M 2: ey s °°� :_- __ -_ -- - -- -- --�-- - _ - ----- ---_-- ---- -x..:_- :- ---- -�----- - - °- --- ,-�- ------- - - -- ta - eb s as s . U. 125 FT 15£3 FT; 5 FT 2 Pfi 7 38 FT SCHEDULE A STOFM SCHEDULE A STORM SCHEDULE A ST = SCHEdULI� A STORt+1 SCI�Edt1LE Oi STORM . ' A NORM S WER _ _ _ _ SCH 'I3UL€ 5IE.$ .. ; ... .. F i?E ; . 5f w E , Ea ice° _ _ _ ° - - °4si9d€t $ids_ _ N AM. 9dM. R EAM:.: ' APA; s 12 I .III . IZ I . DI, g I 131, 12 I ; DI 12 IN. OIAM. i : AM Afi H" 514 i cr w 1 0; 501 50 i -- ---- - - - - -- -- - : r- • as i H to i M cozy t s ; : LA Z 45 i i i; is ! - ? 4'S O iai sir ! : ! o a i i i .. - --- - -° - ----- ------- 7, -.._ ------_--- --- - ----- — -- - -------- -----• - - -_ - - - -- - _ - - -- °-- --- --- • --- -- --- --- - - -- _ _ s _ - -------- _-- -- ----- ------ ---_-- - -- ---- --- --- -- ---- ---- -__° - ---- - - - - _ _ - ° - t�. + aoxzcaa __0 ; s .y._.._a_w __.;..__ --- ____ ------- ____�.____.._._ -_}.. ___.___�....�....__gg��_.___ __..}._._...__— ..___ }_- -__ --- - - -._ .— ____.r___ ° _.____ .¢__.__ _��._n.__ ___.r ----- — ..___.__— ..- {,- _�----------- .r_.__:_ _ — ___e..�.._ _ _ __- __�_ ______. ______ ._.F_______ _ _ 0.6y 35 _. s5 _ _ _ _ -- — u _ _ + + r - - - -- - ? 1 - - - -- - -- -- - -r• -- - -- - - - - -- + - - - + + - - - - - -- _ ---_ r - -- - - - t - +- : dt _ : 2 -- o: __ GUAR � Y - - - ........... - - -- - - - ---- --- _:._.: ° -::_ � :_ ---- - -- --------- - ---- -- -- - -- - - ----- --- -- - -- --- -- -- - - - - ------ -+ s - - . i D1 -r -- ' SPAT -1T5 :FT ° 25'3 T' 192 + --- - -- - -- ' M PIPE SCBEDU:I: €: A: STORM iSE:�' €R F11 PE ,SGHEDUE.'sE: A STORK SEi�E�%:. Ili I6;IM _ 12' IN.: IMAM. It I NOTE P F R; DATUM. _ SSE �D I �1 , D U NAME C: \AAWork \Pro ects \SR!67 \ADDENDUM \1 -25 -06 \2305 DroinProt ies-Add nd 4.d r: PLOT 05o31s51 PM came scar€ FED.AID PRGJAO. 0128/2006 SRI67 �iP7 TED BY bosserb 10 WASH 15TH ST SW TO S 180TH ST GNED BY J. BUOY JIM Nd s STAGE :� SHEET Washington Stag RED BY J. BUOY 05AO31 °^� 48 xxb� �e° � � 251 KED BY K. EZEOKEKE 1OPE 53 ,.. ` � # . du2�A< CNTRasT No. s.mtaaIck Mo. °ar _ � � 3 Y $ Department of Transportation. bi ENGR. J. JOHNSON REVISED STRUCTURE FIOeE f81 64)6 BGS � s�oesoz a„ � ® ����y� PRi����.�5 sw €'ss Ua -E r E3NAU ADM. ENG REVISION DATE E BY NOTE. ea Ge6 i a -j .; us °;, _ ; : ; : ; _, _. -- SEE` OPJ FOR D *TUM. x ° ~ - - -- - - - - - -- ---- - - - - ---------------------------------- - - --- i - -- ---- - - - - -- - - -:.. ----------- 4 - - _ - s a�S d5 t S - - - -- -- -- - -- o p - - - j5- -5•, -. tip ; h. ;. N� tp fV ffieB , , , - _t . - ! .: ; :. - : � S t t : t qnd .:.. tS. i— dV. aa3 i- Ld 'F - : - taY - . ,.Z. .0 `Y ; 2 . to e� _ - .. { ; fl. �I —�:P; 9—�. N �^ 7 0! iV �- :.�.a. stA , Cl,. _& �,1. 07. ti' ____'_ �` _ _ "a_� ______ __ ___ _ __ __ _ _ __•__ -._. _ __ _ _ _____ g_______.._____, ______.._.- _____�.___._________ .___ __ .p.,..;. __ -__ .�,____ -_..._ .:-¢__ -_;__ --------------- 4- —v,_ -_ _ -_ -:. _—_ y,- __— .._______r__________ __- ______ ______..,�..____ ----- 04- ________j},:a?) ____- ______-"��E-` _- { ---------------- __ _._ _.. _- _____• -_- _-_ L,q }_` __ — -------------- - vt Cc w i aY� t'a w ': - _ a i r- an � v i eea to p Gv c.E i F # r- a rr ace . ut us , a� i a- in i p: a ORIGIM L �," Li00 an•- o____ --------------- 65. ---- -- -- - - - - -- - -- - -- _° eat #- :n a,.t UJ cv a ; a s cas ' r- ..a ; u cc T- i - ..:. b-- 4. teS. : :: :. i- d':P1D. - ::::: Q 5- �.... g Fes- < t>Q°. +G ' .:. - ?L! E a s~ i .g co w ' ae o- . M 2 '¢ t- rn a yet F- 2 '; IN �! t i� �..o -y: ®vaEaaa -- FIN H �s �a�a�! a I SHED ?ca er - _- � ; _ ca ¢ Ec Rc rc X43 6D - - - -- -- -- - --- - -- -- -- -° - - -_ - ----------------- -°_ _�...:_- -- -w-- GTE '0E - -- - - - , ! I CEE 1 5 5 ; _ - = - _ ° °` DI f SO; _. .? _ 5D i � i 5E Y. �i a f� ; 0,� 6 _- �5 �i ~ - -~ . - - - - - - -- - - -- - . -- ------. - 4 0i - D2 r Dc �? _ to us' art 4 QED Di -- -- - -�- - - - -- - -- -- - - ° - -' - - - ~ et i v _ -+ } _ a;. as , aea CO cc 5 to c6 ua e �•a w 35 - — ~ E - - - - _ _. ------ _ _ - _ - — - - - --- _ - _ >: _ _- W STRMi SEwR PIPE; S�ORT� 5iER P$ _ _ N AM. 1 to 2 5 FT F iI2 I }I N., Aid �5 FT ! � e 3T'aG� T _ _ - - - - - - - __ _ -_ — -- - - - _ : i _ TSB <:< . T R;; 32 B;N. DIAM. a ; ;. 5 rT 0 ' > #d# F . , p. C n !u .;;:.d qy:.,a� a . e' .y. ♦ ;�cc �u 3 - 3eL;: Attatii TVR�cJ EWER rC Pd4 i :.Y 33b..8if iT. P P IN. DiAi�.+ 2 I .;:IAMT� _ - - -- - - + - - - + - - -- - - - - + -- - �- TTa� + a t ATEGH 0A5�7 �'..;.� caTCH BASIN TYPE' 2 SAME _ _ -- FINISAED ; � IN. DI M. CATCHBASIN OR A3 9 (26 4T) SD G 0E' ' �, 2 -- -- - -- { _ _ ° ---- - - -- --- -- _ - -- ------------ t----- --- - : :W_t --- ---- - °:------- ------ -- - - ---- --tw_:- _- _- ;- _______�. ~;- --- --- ----- --r -- ----- + �;a -____ �____ :., - --t- - =-- _- -___+:— __ -- --t ----- -_ °_ t - -----~ -- •s- -_- __�_- ----t-_ ---- ---- -- r-------- -- -- -_- r_--- __._ - --- --------- -------- �-r-- - --- -- :Et3:� $�.EY. �..;1i �' ..- .--- •^^ -t-'7` °� A' 3 +3 t3 OT) i ORI NAL -: - CiiNNECT T� POND � co 1;'6 GROU"O i oa Gas m 4{�' D2 ? - _ +u- _ _ _ x GT GtS _ . .. '- ... ... ,.. ..... G.S. 4 _ � D2 4 51 9= _ a u -» ; _ _ _ _ 02 _ A i _ 0TJ RR$ - 0 i 313 ; - --- - - - 19 ` _ �__s_..._ -S -- ~- ---- -- t __ - _ - t - ° °-° t -ST & °�� °-- -----_ -- --, - --= ----- - -+--- - - -_- t . t + t t t t t i + 11 � 0 a� a; Q i0" i AD t+� i m' T I -cai t- ~ __:LLd ----- - - - --- - - i ;F; e P+1 ; M I6 F 5 T Ti _ - ti 'SCHEDUU A 'A i _ i E FOnNISH14I G AND . ACKING,STEEL O SING PIPE "' ¢ FAT CH A ULVERT 1P:IPE I IN. D AMT. 1 _ E' E i ;8 IN.IdMi. DRAM. `� I IN. NAME S: \4E2353 \SR16703 \Nickle Pack o e \d n \Addendum 4 \2305 DroinProfiles- Addend 4.d an � PLOT' 06 :56 :05 AN a , FED.AID PROJ.NO. 02/01/2006 E ate. ; 516�5�9 ED BY lobornm 1O ASE I , NEO �Y J. $��sY a � .. � p 15TH ST sw T�+ ®g� S 180�°H S"� Washington S ate STAGE 3 SHEET 5 'ED BY J. BUOY i�SAg33i °•"�''s a�`°� e�`° � { 2�3 ED 6Y K. EXE03CZEiCE CBy'PACT NO. LOCATION No. �$r e: � Department ent of Tt'4IYtS;ifirtation I6I ENGR. J. JOHNSON C6 : i e erus�op ; '� DRAINAGE g6WFI s 5 SHEETS DATE NAL ADM. L. ENG REVISION DATE HBY PLOT11 S: \412353 \SR167 #3 \NTckle Pockooe \d n \AddendemR DGN's \2305 DroinPr•ofiles- Addend. d n 10:56:15 Ali :ra M s"n FED.A10 P R0j.N0. SR167 DPIO 01 t 1 i d2�fS6 0 WASH 15TH ST SW TO S 180TH ST Y Iab rn � 05A031 °p���� &���$�° � Washington State 53��€ � �5� Y J. BUOY CMMACT NO. go. 7 B j i � � Department of Transportation F Y_ I� � iCE3f� LOCAT2c4 c $fad R. J. JOHNSON � �3� � '' > �. e�rnsi DATE DATE DRAINAGE PROFILES SHEETS m �A . INW. di mil SHUT 255 $61 SHEETS C. \AAWork \Pra eats \SR¢67 \ADDENDUM \9 -2Q -06 \2305 DralnPraff!es- Add end.d n 01:16s27 PM' ft-01% j RARE FED.AID PR0J.N0. 5���� � � M. j 01 /23/2006 10 'IWASFi basserb 35TH ST S�1( TO S 180�'�! ST J. BUOY �+ �. 12 J. BUOY 05A03� °°�� sssn�n�`�•, 6i5�Blrlg�a�rB State 121E 76 Y. EMOKEKE ....... Y...v.., Department of Transportation AI BJ:BSC DRAINAGE 3 WFI6E S 9N�£�ET� S LAT. I r7 f NOTE-. ce cr SEE DPI FOR D#TUM. ---- ---------------------------- ------ ------ ---- ----------- — I ------- - ------------ — ---- ---- — ------- ----- --- — -------- ----- — ------------ — - — - — ------- — ------------------- -------- -------- — — - - ZY ----- - — - — ------ ------------ — -- t ------ ------- ------- --------- 0; c) 0) co co U IN' NEAMED CERE[EK CHANNEL PRQF I L E ' + + - — ------------ 4 ---------- ----- f ------ — ------- -- 7 ---- 0-7-4--- -------------- ---------- --------------- ------------- -- — ----------- — ----------- ---------------- ------- 7-1 ------ ---7 - ---------- - - --------- T ------ cff ---- 4­ ----- --------------- 4, --------------- 4-- --- — --- ------- — ------- ---------------- -------------- - ------------ — - — -------------- 4 ------ — ------- in ? t t : i + + --------------- ----------- ........... --- — ---- --------------- ----------- — --------------- --------------- --------------- — ------------- - — ------------ ----------- --------- — ---- 4 ------ ---------- ------- — ------ f ---- — ---- ---- j ............. . t - — ---- t ------------- - — -- — -- - --- 7 ------- ------ -7-1--f ---------------- "77 1 -------------- - -7 7? t i i D2 2 It 1�:25 :j: - -------- --- - ---- ---------- - - - ... - - - --------- -- . . ........... ---- ni ---------------- ------------ - - --------------- - - ----- - ----- --- --- - - -------- - -- - ----- - - — ------------- — T --------- ----------------------- ----------- ---- ----- — --------------- — — ----- — ----- -- ---- ------ — --------- 1 1 .037 Q : t t ------ - ----- 0. ------- - - ------ --------- -4 ---------------- ----------- Z- --------------- — ------ ---- — --------- --- i --------------- — ----- ------ - — -------- ----- — --------- -- — ---- ----- — -------- — -------- — --- ------ — - — ---- T -------- ---- — - -------- — ---- - ------- ---- cp -4 D2 18 en m t q in :23 t i t - ------------- - ------ - -------- 1 . ......... .... - ---------- -- - ------- t - - ------- - - - -------- 77- ---- -- — ------ --------------- --- — --- — ------ f -- ----------- ------ — -- — ---- ------ — -- -- — -- — ------ - ----- co :1. L "J t10 — -- --------------- ------------- — — ------- — ------ — - — - — ---------- — -- ---- — --- - — -------- --- — ----- — - --------- — — ---- — --- — ------ ---- - -------- - - - -- - - -- - ----------- - - - - ---- ------- ---------- - - - ---------- --- ----------- - - ----- - - -- --- - ---- 7' r It t I AREA uj t i t BERM t i. '4W - — - — ------- -------- — T --- — ----- — ----- T ----------- ---- T - — — -------- — ---- 7-1 ----------- __ »_ ------- — -- — -- --------------- t — — — --------- ---__ »___}_ -------------- ____-- __--- _n» ---------- 7 ------ — - 7 --- ---- — --------- ------- — ------ ----- — -------- ----------- — -- --------- — ----- ------ — -- --------------- t --- — ----- — -- --------------- - — ------------ 4 --- ---- — ------ -------- 1SAME CA,7C9 BASIN t UJ 5 8 &n ----- — - — — ---- ---- — — --- — -- ---------------- — ------------- L --- ----- ----------------- — --- --------------- -7 — ----- — - 17 ---7 ----- T-7 ------ — -- — - — ------ ------------------- --------------- --- — ---------- t ----- — -------- ------------ — -- -- — -------- - — ------------- t ---- 7-7 ----- — -- t -7 --- ---------- 7--t - --- — --- 3t ce 0 uj EE m cr I th L i A qr � 41 . ...... J - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - __.____» - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - CATCH' :BAS I N TYPE: A. -------------- AM. z is 48 IN. U DI I IOTO+25 466: 5 RT)L C3 x z r- ---------- a ------------------- t -- - --------- --------- - ---- 1 --- - ---------- --------------- ------ — ----- t __ —__ ------- 4 -------- — ----- — ----- xr ----- - -- — -------- 4 ------------ — — ------------- ------------- ----------- — -- ---------- ------ - ---------- — -- ------------- - ----------- — ----- --------------- 4 ------ --------------- ------ ---- — - SEE BLj'OCKOUT fOR� DRAfNAGE I -i La 4t 0. �c cv 1 am Lo- o w �4 cr CONNEdtidNS,. tkET.wd2 PIPE D24-4 SHALL, iBE ........ ........ .......... .. . .......... ...... ....... .. .. ....... ......... cm ::: : i: WAtER TIOT THRO GH . . ... ... .. . . ....... .................. I I : I - r I ' ' : L ' " � 1 10 .. ........ ------ ---- - --------- ---------------- - - ------- - - - - ------- ------- - --- - - --------- - - ---------- - ------- ---------------- ------- - -- -------- ------- - i- --- -- - --1 ------- -- - ---- - - --------- ------ 25t 5-T*UlC-rURE.' 4--4- %n -:x CL MECT T ll�� N G t 9X I:ST 6, , ' L � ; i 0 t I t WITH PIPE COL LAR: DzA 0 tS I OL STRUCTURE. : -j i I - 1 20 U E Or STRU : : ! Z' , i I : : L ZO DETENTION VAULTR ------ ---- - - ------- ..... . .. --------------- - -------- ------------------- I i--- ; ---------- - --- — -- ----------------- ------- - - ---- - -- - - - - - - -- ----- ------------ — - --- - --------- - ------------ - - -- - ------ -------------- ------- - .......... . ....... ------- !(NOT TO: SCALE 1 0. 7� SE� SHUT$ DYI :D�9 0 71m ------------ oft. D2 15 i --- — ------ — -- .. .. . ... -- — --------- - t_5 .. --- ----- ----- -- --- — --- — --- ---- 7-1 — ----------- — 4� ----------- -- I - ------ 4 — -- — --------- 4 ---------------- —7— 2851 FT 02 kD2 DRA IN P I RE :r Al 4 5 : .I0 8 IN. DJAM ------- ----- j ----- -- - - -- ---------------- -- - --------- ---------- ------------ — ----- ------- — ----- ---- — - - — ---- 7-1— --------- 1 ------- — ---- — - t ------ 7 - — ----- --- — -- ---- — t -- — ---------- ------- ------ -- — ----- ------ — ------- SEE D24 - I ,SHEEN 13 Ln (n : i fn p LO I 00 in Ln i in Ln i - ------ --------------------- - --------------- - ----------- - --------------- - ------------ - - ----------------- -------- - ------ - - ----- ------------- - ------------ - ------- - -- - ----- -------------- ---- - -------- - ----------------- - --------------- - ----------------------------- - ------ --------- ---- -------------------------- ---------------- � : — -------------- ------- --- — ---------- ----- --- — ---- t -------- L -- - ---- La "q 02 JUGH ------- -- - ---------- - EN G V� R ------------- 47 ----- F T u- i 34 F'l i 30 F S 5 PT F CHEDU�,E A SCHEDU l A T i 5 ---------- — -- --- — — -------- --------------- 4 --------------- 4 --- — -- -------- — ---- --- — -------- — -------- -- --- 4 -------- — ---- 4-- ' I I T- - ------------- ------ - ---- - i —.&TORK ------- L J ---------- --------- - -- -------- - - -- - ----- --4 --------- - - --- --------------- i - - - - -------- tHEMJLE4`A - - ---------- - - - - -------- 17 PE S i , I I ... j SEWER RIPE EWER RIPE CU�VERLT PIPE CULVERT tI8 IN. p I AM :18 IN. PIAM 1:811N. D4m. t 30 ;Na DIAM t J. T Z W" DATE SRI 67 Washington State pfl Kml 25SHEV 8 GF 861 SWEET$ : � F t,a TV cr IN t o . - w ca 6sa m i >- -- _ s- -- - -- -° .. ._ - _. F F . tin F tn w p ; V. y s 0 uT awz O Its cis:. ; . ; : y qp�` y YR Im , , - M ice:'' _ �' , --- -------- :..i- --- --- ----- •-- !-- °�=.: - -.._ > ° a---- -- ------ *--- ° ° °_--_- °^i- °----_ _.- #• - °. -- °- ------ °-- '......_, f -- .'?' .. i ... + a° - . - . , .. , - - q r ° �'-- s - `- - °T' .. .... - - ei e- .a : is s+. a : ; w doss s w R8s `a ; i : -� ase tom- eo e�ca a+i ; .FS sa s.T f Wr s W tet a— a`^'w::; ;:- s wI.- ew a-<t- F :HE . Q W: C? L7. l am: . _ . I - r tc9 r Q CD cc Ij t9cz .5 m- cc G a a . . _»» ------- 177 _ �- - -- _ - - - . - 25 - _. �... . - --- -- ----- -- - -- -- -- - - -- -- . ° -- - - - - - ° -- - - 25 ---- _----- ----- ...__. --- - -- -- ------- .. -- - - - - - - - - - 0. .5e 201 } e5 ; , d' : } 2 2 , s P S g I:I r c_ fl2 I5 s _ 15 cv to t - °t- - r _ . _° cn CID _... Ig _.... Z _ _.. m '.._... r r= 14 fl 5 r= i U. 10 j _ _ -- -- -° .. _ - - — - _ _ _ _ _ ----- - i — - r 8 fl5�3 FT 'I F`� T Rat SEWER' STORM :SEt�ER's s STORM K SEMI R PIPE 12 i d. i t4s PIPE 12 IN. D149. PIPE I2 IN. IIA�1: S O, SEWS _ . A4° PIPE I0 19N DizAt. PIPE I2 IN. DIAMa PIPE 12 IN: €3T ti is - - - -- - .. ...:..:.... . .:. .. .. .:. .. t:' -- - -... - -. ... .. .. -. - SA ME SRATE I�LET SAME CRATE IWET w_ ark i s _. i; i is w o-- E ¢ :� --- --- - °Y ° -- --°- - -... — s . F AID cr -- s F c.a us CL , , , _z a.a . aeT w . i ° �° M rii v ; F I N-I "St t d GRQt' t i i is ct _ 0 OD 1w 5J _ - _ _ - -------- --- F _M r- - f ____. ca _ __ -} i ----7--- »____._ _.» _.�- _ »a »___._.___ ......•�» __.t.__. »�« .» .,,.__ na_____..: �_ _ i. »_ » _mow_.__. _.�_.» ......s.. ... - - - _ - � + -M(j'j + - . : " ; 4 ..t: 7 ' .. ... cu ®. ; i i c Q s v wi :.. . _ ..� _ ca + :.. r ...�. y... ... .. ..... h ::: .:: ':. g. -: + .., :.: -. :: "= N :F '.E° - ..F tT -E. -. _ 'ia F k4i #� RAI} :+ a + a *L CC •» _ .q g �I I 45 4 s _ i i aaa r i : s 5 a "°t --- --- __S: lw-td s- ;._ c s - + 4 25 4 -- - -- -- _„-----------__ �'•- , : - t7 : t - 35 2p 5 - , . . t p - - ° ;t r- !• 5 -... - -- _ ... ....... C. .... ... - - -. ....._ ii: :t _ ..... .... - - ... s 5 "" "" +" fl 5 30 __ _ _ . ..... -- . - »_ -_ » - -_ - --- _-- -_ -___ » _ -_ "__ »» _ .:. _e _____- «-- _---- - -_ - -- ____ -- __ __.._r___ ______ »__ .:..____.. � _ -.. ___ _H'.___ -... _ _ _ _ __ »_ __ _ .... . m r ; µARRY : s �a � -- sfl S PALLS cv g2 EE G®° RRY O 2 15 :16 til1� s 25 .� - -� _ o _ o I R2 FT SCIiEaU i E A 132 FT .___ . ---.. .r__ ._.Y__ wr _ ._ __ __ ,. a .. 15 FT te; 3flT ~flD FT SHEtDULCG J R. i ;.. ° . i ♦� S. iE Ut E TORbA S ' ER PIP 1 :SCHEDULE: A STORM SE PIPE � �TORSki S�riER PI�'E to :u ua is a 8 STDR� E5E�E#% r�IPE I IN 0 AM. 1:2. Na IAM. _ Ali9a I N. APAo NO T, 1P F:RI.pTM - - - - - - - - - - - - --------------- ----- NA WE S: \492353 \SRI57�3 \N1ctcle Pcctcc e \d n \Adden(1um 4 \2305 Drois:Profi Iles- Addend 4,d PLUTI 05 :57:22 PM X4110 STATE FED. AlD PRO3eNU. Amok, SR167 DIS15 01/33/2006 'ED BY me s eon< ' 15T !WASH 5 TO t1'd t Si ;NED BY J. BUOY JOB KUWKR m _ ro i��8�B9�t�� Stc� #� STAGE 3 25E tED BY J. SRDt?�° 5 O 1 o"��$° s4 a �� Department of Trans ortation OF ED BY K EZEf�iCE9CE S flI i f � aTwT acs. MATtaa NO.� as 861 ENGR. E. iCb&IP+flS83t�t ADDED & REVISED PROs LES OIA6 6 GR 6® 5 eSreroT ^ t"�i � - DRAINAGE PROFILES SHEETS DRAIN OUTFALL r---b— X SHOULDER LINE_ UNDERDRAIN PIPE x w STRUC. NOTES D2-2 D3-1 D4-3 D6 - 3 D22-4 as NOTES- THE ANGLE (A) SHALL VARY TO PROVIDE A MINIMUM GRADIENT DRAIN Z!2SON THE DR N F 0. 5 7 . . 2. SECTION Y-Y INDICATES THE MTNI14UM REQUIRED AREA OF EXCAVATION THE CONTRACTOR MAY, UPON THE APPPROVAL OF THE ENGINEER, EXCAVATE ADDITIONAL AREA IF REQUIRED FOR CONVENIENCE, HOWEVER, NO ADDITIONAL PAYMENT WILL BE MADE OVER THAT PROVIDED FOR HEREIN. 3. FIELD ADjUSTMENT REQUIRED TO AVOID D EXISTING ELECTRICAL UNCTION BOXES AND CONDUIT. SEE 'ELECTRICAL PLANS FOR APPROXIMATE- LOCATIONS. 4. NO LIFT SHALL - EXCEED THE MAXIMUM SPECIFIED IN SECTION 2-03.3(14)C OF THE STANDARD SPECIFICATIONS. NAME C:\AAwork\2rojects\SR 7stq3\d n\2305 DralnDetolls-Addond.dc-n 01:48:48 Pint 0111812006 ,ED BY Roberci GNED BY NL LOSORN RED BY J. BUOY KED BY K. EZEOKEKE ENGR. J. JOHNSON ROADWAY \SHOULDER LINE .. - ... I V:: >::: ........................ I ............. I ...... I ........ ..................................................................... ............ . ............. ........... ........................................................................... ................. o k, IN XM4 ... W�V ........... .. ... . ... ......... ............ 11:11, ... ..................... ............. .. ...... ........... ......... ............. ......................................................... .......... ................................................................ ........ ........................... ........... .... ... .. .... .. ......... t­'­..­.­ ...................... , SU 11 PAVEMENT REPAIR I EXCAVATION 0 0 flimplary1mgm. I - WNW—mi NOT TO SCALE ammm: DATE TOP OF BASE COURSE Doo 00 0 D0 fl o 0 0 oo� 0 00C 000 0 0 o 00 0 090DO(\) 0 0 0 0 o 0 0 'ooc�D �)oo 00000 00 _rlo 0 o 10.25' MIN, 1 0.5'1 0.5'; SECTION Y-Y ............. I ............... '00( 0 0. 65' 0.40' D0 (O-)/-Dgc—,i v" SR 167 15TH ST SW TO S 180TH ST DRAIN PIPE b UIAM. 6" DIAM. ----------- ----------------- ------------------------------ - --------- ----------- CE DRAIN TRENCH AND pGl ii GRAVEL BACKFILL 90' OR (A) --------- DOWN GRADE ------------------------- y ------------------ --- y ------------------------ OF 15' I 15' Ei x w STRUC. NOTES D2-2 D3-1 D4-3 D6 - 3 D22-4 as NOTES- THE ANGLE (A) SHALL VARY TO PROVIDE A MINIMUM GRADIENT DRAIN Z!2SON THE DR N F 0. 5 7 . . 2. SECTION Y-Y INDICATES THE MTNI14UM REQUIRED AREA OF EXCAVATION THE CONTRACTOR MAY, UPON THE APPPROVAL OF THE ENGINEER, EXCAVATE ADDITIONAL AREA IF REQUIRED FOR CONVENIENCE, HOWEVER, NO ADDITIONAL PAYMENT WILL BE MADE OVER THAT PROVIDED FOR HEREIN. 3. FIELD ADjUSTMENT REQUIRED TO AVOID D EXISTING ELECTRICAL UNCTION BOXES AND CONDUIT. SEE 'ELECTRICAL PLANS FOR APPROXIMATE- LOCATIONS. 4. NO LIFT SHALL - EXCEED THE MAXIMUM SPECIFIED IN SECTION 2-03.3(14)C OF THE STANDARD SPECIFICATIONS. NAME C:\AAwork\2rojects\SR 7stq3\d n\2305 DralnDetolls-Addond.dc-n 01:48:48 Pint 0111812006 ,ED BY Roberci GNED BY NL LOSORN RED BY J. BUOY KED BY K. EZEOKEKE ENGR. J. JOHNSON ROADWAY \SHOULDER LINE .. - ... I V:: >::: ........................ I ............. I ...... I ........ ..................................................................... ............ . ............. ........... ........................................................................... ................. o k, IN XM4 ... W�V ........... .. ... . ... ......... ............ 11:11, ... ..................... ............. .. ...... ........... ......... ............. ......................................................... .......... ................................................................ ........ ........................... ........... .... ... .. .... .. ......... t­'­..­.­ ...................... , SU 11 PAVEMENT REPAIR I EXCAVATION 0 0 flimplary1mgm. I - WNW—mi NOT TO SCALE ammm: DATE TOP OF BASE COURSE Doo 00 0 D0 fl o 0 0 oo� 0 00C 000 0 0 o 00 0 090DO(\) 0 0 0 0 o 0 0 'ooc�D �)oo 00000 00 _rlo 0 o 10.25' MIN, 1 0.5'1 0.5'; SECTION Y-Y ............. I ............... '00( 0 0. 65' 0.40' D0 (O-)/-Dgc—,i v" SR 167 15TH ST SW TO S 180TH ST a 'A" N1'l2" X 6' PIPE STAKES EACH SIDE OF CULVERT SHARPEN TO POINT T�r1-ME 03255 :27 F DATE 11/28/2005 PLOTTED BY lob arum DESIGNED BY M. L aBORN EN RED BY J. BUOY CH_ cXED BY K, 6ZE0K0 PLATE DETAIL NOT TO SCALE " PIPE) ATE (SEE DETAIL) MA PIPE ANCHOR ASSE-MBLY NOT TO SCALE m E ASTM -A -36 GALV m S1 FED AID PROJA0. TRUC. NOTES D12-1 E D'a2 -6 y 9 -13 A at �. t FOR GRADES 10% TO 30% USE SPACING FOR 4 :1 SLOPE FOR GRADES 30% TO 40% USE SPACING FOR 3 :1 SLOPE FOR GRADES 40% TO 557. 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 1. FRACTIONS 0.3 OR LARGER SHALL BE ROUNDED TO THE NEXT HIGHER WHOLE 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. 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. CONCRETE PIPE WITHOUT BELL AND SPIGOT SHALL NOT BE INSTALLED ON GRADES IN EXCESS OF 20'%.. 3. 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. 4. IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LOWER END OF THE PIPE, THE FIRST PIPE ANCHOR MAY BE ELIMINATED. 5. 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. 6. ALL COMPONENTS AND HARDWARE SHALL BE ASTM-A -36 GALVANIZED PER ASTM -A -123 7. ALL PIPE ANCHORS SHALL BE SECURELY INSTALLED BEFORE BACKFILLING AROUND THE PIPE. A101k AP Washington 5l t Imam of Traspor SR 167 D2 15TH ST SW TO S 180TH ST DRi A Guc DETAILS MAXIMUM ANCHOR SPACING PIPE 4 :1 SLOPE 3 :1 SLOPE 12:1 SLOPE D14.i N ,iC M.P G N C. MP. CONC.C.M.P. 8" ' 125' 250' 95' 1190' ? 65' �,, 135' 12" :i 55' 130' 40' 100" 30 70' 18'" 1 25' 65' 20' 50' 15' 35" FOR GRADES 10% TO 30% USE SPACING FOR 4 :1 SLOPE FOR GRADES 30% TO 40% USE SPACING FOR 3 :1 SLOPE FOR GRADES 40% TO 557. 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 1. FRACTIONS 0.3 OR LARGER SHALL BE ROUNDED TO THE NEXT HIGHER WHOLE 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. 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. CONCRETE PIPE WITHOUT BELL AND SPIGOT SHALL NOT BE INSTALLED ON GRADES IN EXCESS OF 20'%.. 3. 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. 4. IF THE PIPE BEING INSTALLED HAS A MANHOLE OR CATCH BASIN ON THE LOWER END OF THE PIPE, THE FIRST PIPE ANCHOR MAY BE ELIMINATED. 5. 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. 6. ALL COMPONENTS AND HARDWARE SHALL BE ASTM-A -36 GALVANIZED PER ASTM -A -123 7. ALL PIPE ANCHORS SHALL BE SECURELY INSTALLED BEFORE BACKFILLING AROUND THE PIPE. A101k AP Washington 5l t Imam of Traspor SR 167 D2 15TH ST SW TO S 180TH ST DRi A Guc DETAILS :mill ISTRUCTURE NOTE BEGINNING STATION !STRUCTURE [TOP ELEV. STRUCTURE F/L UNDERDRAIN BEGIN STA. IBEGINNING -DERDRAINj UN ;F /L ELEV. UNDERDRAIN END STA. i i UNDER- DRAIN F/L ' UNDER- D RAIN LENGTH SLOPE i CLEAN -OUT/ OUTFALL STATION OUTFALL # F/L I DRAIN LENGTH DRAIN LENGTH 2 !ST. SEWER! STRUCTURE ECOLOGY 1 1 PI RE TYPE MIX TYPE! : LENGTH A OR B NOTES D7-6 NW 35+26 (15�8 LT) 1 72.36 68 �66 1 NW 35 +35 (241.7 1T) 68-60 Nw 38+06 (24.5 LT) :1 65.36 271 1 1.2 1 LM 543+55 (1 27.3 LT 65.28 13 8 0 TYPE I & PIPE 08-1 LM 546+84 (102.7 RT'll G-1.28 63. 113 Ly! 546+93 (1 11 �7 RT) 63.07 M 5- 4 9 + 5 1 10 6 . 4 R T 61.66 258 1 0.6 L M 549+60 (97.2 3 13 6 5,8 08-3 ILM 549+60 (97.2 RT) 67.02 61.61 1,M 549+69 (106.0 'IR T )i 61.66 1 1 0.5 LM 552+57 (93.5 RT) 63.10 13 6 4,5,9 ;M 554+50 (98.6 RT) t &4.08 481 i LM 554 +60 (88.5 RT) 64.13 B D8-4 ILM 546+40 (103.5 LT) 67.28 64.13 li-M 546+48 (108.7 LT }! 63.96 I 0.5 LM 549+50 (89.1 LT) 62.45 10 LM 552+41 197.5 T)i 60.130 593 lLM 552+50 (88.5 L T ) 60.94 i 13 T-- 13 D8-6 D8 -7 LM LM 552+50 554+10 (88.5 188.2 LT)j L7) 66.27 1 66.04 60.94 62.07 LM 552+59 554+113 (97.4 (97.,' LM LT) 6i.01 62 . Ol 1M 554+00 197.4 LT 1 62.06 141 1 1 0,7 0.6 ILM ILM 554+10 577+50 (88.2 (88.0 LT) LT) 62.13 60�35 13 13 14 4.5,9 73,8 :LM 559.98 (97.2 LT) 58.54 1 594 1 LM 560 +15. {112.0 LT) l 58.44 14 23 PIPE D8 -8 LM 554+87 (27.9 RT) 67.28 63.29 LM 555+00 (15.0 RT) 63.20 ELM 556+34 (15. 0 RTI 62.53 1 134 0.5 LM 556+50 (CL) 58.50 11 19 EX. CB A 2,8 ILM 562+65 (88.6 LT) I 62�75 59.70 L Ivi 562+75 (97.4 L- 1)! 50-64 ILM M 565+75 �97.4 LT) 58.14 300 0-5 LM 565+90 (112.7 1- T 58.06 4 22 PIPE 1 3 11 3,8 D9-2 ILM 566+90 (87.9 LT) j 611.56 1 58.76 'LM 566+98 (96.9 LT) 58.70 0.5 LM 569+71 (87.9 LT) 57.34 1 2 B LM 572+71 (97.2 LT) 55.85 1 573 ILM 572+80 (88.0 LT) 55.80 13 13 7 D9-3 LM 565+00 (CL) EXIST 513.50 LM 565+14 (15.0 RT) 319.60 LM 567+00 (15.0 RT) 60.53 186 0.5 LM 567+00 (22.2 RT) 60.57 io 21 EX. C,5 A 2 , A , 13 D9-4 IiI-Ml 567+00 (22.2 RT) 1 65.48 60.57 L 1v 567+00 {15.0 RT 6 0 5 3 C� . 5 LM 570+59 (23.9 RT) 58.74 1 G EX. CB A 2,8 LM 573+31 (14.7 RT) 5T.38 646 j LM 573+50 (CL) I 57.27 113 24 D9-5 LM 556+50 (CL) EXIST 61.40 LM 556+62 (15.0 RT) 1 61.50 LM 558+50 (15. 1 188 0.5 ILM 558+60 (24.0 RT) 62.49 4 19 EX'. CB A D9 -6 LM 555+93 (23.3 RT) 65.43 6i.85 LM 560+00 (15-0 RT) 61.79 0.5 M 562+59 (22.8 RT) 60.50 11 EX. CB A 2,8 LM 564-,,-85 (15.0 RT) 1 59.36 485 LM 565+00 (CL) 59.28 j 22 DIO-2 'I LM 572+80 (88.O I-T) 60.06 57.38 LM 572-89 (97.0 LT) 57.32 LM,5T5,50 96.1 LT) 56.0i 261 0.5 ILM 575+513 (105.2 LT SS.95 _11 3 13 PTPE B 3 DI0-3 LM 573+50 (CL) EXIST 57.13 LM 573+69 (15.0 RI) 57.22 LM 576+00 (15.0 RT) 58.50 231 0 M 576+10 (23�5 RT 58.55 13 25 EX. CB A 2,4,9 D10- 4 UM 577+90 (27.0 RT) 61.25 58.28 LM 578-00 (15.0 RT 58.20 LM 580+81 115.0 RTE 56.79 281 0.51 LM 580+95 (CL) 56.00 16 21 EX, C6 I A 2,8 D11-1 LM =57,5 7 13 {1;2.9 T }ONE --------------- 56.40 1 i I kA 578+96 96.7 LT) 6 5 LM 581�00 (96.7 LT) 57.51 2 C)4 1 0.5 M 581+00 (87.5 1 LT) 57.51 13 i 24 PIPE B 3,4,9 D11-2 ILM 581+00 (87.2 LT) 60.':0 57.56 LM 5811+00 (96.7 LT); 57�51 LM 583+50 (98.3 LT) 56.26 265 0.5 LM 583+66 (114.3 LT) 56.18 .3 1 24 PIPE 3 8 D, i I - 3 LM 580*95 (C;) EXIST 56.15 ILM 581-15 (15.0 RT )j 56.29 LM 583+06 (15.0 RT) 57.33 0.5 LM 583+15 (24.0 R7) 57.38 1 13 25 EX. CB A 2,9 D11-4 AR2 8+91 (32.9 RT) NONE E 55 bJ 1 ArI4: 9+00 (23.9 RT)I 55.75 AR2 11+25 (22.0 RT) 57.00 225 0.5 AR2 11+34 (12.0 RT) 57.04 14 13 PIPE B 3,4 D11-6 iAR2 11+34 (12.0 R-l") 60.40 f 57.04 AR2 11+50 (22.4 --4 RT)I 57.92 AR2 14*00 (23.0 RT) 63.67 250 2.3 AR2 14+09 (14.6 RT) 63.74 13 13 B 4,5,9 D23-6 .11-2 63+50 143.0 R T AL2 65+00 (2 8.0 RT) 117.43 1 150 0.9 1AL2 6 5 + 00 (28.,0 RT) 13 j A 1 7 D23-10 DR2'63+50 (35.0 RT) 29.94 I'DR2'65+50 34. 0 RT) '1 22.13 1 200 3�9 'DR2 65�50 (35.0 RT) 13 A 7 GENERAL NOTES- 1) CONNECT TO EXISTING PIPE. 2) CONNECT/OUTFALLS TO EXISTING STRUCTURE. 3) OUTFALLS TO CREEK/DITCH/WETLAND. 4) FLOWS BACK ON STATION. 5) OUTFALLS TO NEW CATCH BASIN. Y basserb, F�"lsm 91 6) SEE DRAINAGE PROFILES FOR CUT FALL F111 PE FLOW LINE. 7) DUAL ECOLOGY EMBANKMENT. 8) BEGINNING STATION AT CLEANOUT STRUCTURE. 9) ENDING STATION AT CLEANOUT STRUCTURE. ff 105,4031 F7:'3 Adw am VP Washington. Stote Iment of Transoor SR 167 15TH ST SW TO S 180TH ST STAGE 3 DRANAGE DETAiLS mm $NUT 264 STRUCTURE1 NOTE TYPE OF FACILITY FACILITY BEGIN. BEGINNING F/L LENGTH SLOPE ENDING STATION ENDING F/L DITCH SIDE SLOPE DITCH DEPTH NOTES 815+10 (5 RT) CATCH BASIN I 212TH EW-S 40+10 (20 LT) GRATE INLET I L 1033+13 (5 LT) GRATE INLET I L 1040+75 (5 LT) GRATE INLET 1 L 1050+05 (5 LT) GRATE INLET I L 1054+05 (5 LT) GRATE INLET 1 L 1075+00 (5 LT) GRATE-INLET TOTAL D22-5 V-TYPE DITCH L 1050+30 (90 LT) 28.00 338 0.5 D23-223 V-TYPE DITCH L 1071+15 (102 RT) 21.01 483 L 1075+98 (100 RT) 18.31 2:1 5 GENERAL NOTES: l} OyTFALL5 INTO EXISTING STRyCTURE, 2) CONNECTS TO EXISTING STRUCTURE. ' 3) OUTFALLS TO NEW DETENTION POND. ` 4) QUTF4LLS TO NEW DUAL ECOLOGY EMBANKMENT. 5) OUTF8LL5 TO CREEK/DITCH/WETLAND. GENERAL NOTES: STATION STRUCTURE TYPE OTY. L 812+80 (5 RT) GRATE INLET I L 815+10 (5 RT) CATCH BASIN I 212TH EW-S 40+10 (20 LT) GRATE INLET I L 1033+13 (5 LT) GRATE INLET I L 1040+75 (5 LT) GRATE INLET 1 L 1050+05 (5 LT) GRATE INLET I L 1054+05 (5 LT) GRATE INLET 1 L 1075+00 (5 LT) GRATE-INLET TOTAL GENERAL NOTES: 0, & 'SAL DATE 15TH ST SW TO S 180TH ST Washington State STAGE 3 Department of Transportatic, DRAINAGE DETAILS L TIME 01:48:51 PM REalax 10 SIA IWASH DATE 01/18/2006 PLOTTED BY Robercl DESIGNED BY M. LaSORN J= WMER 05A031 F57 116 SHEETS ENTERED BY J. BUOY CHECKED BY K. EZEOKEKE COMACT 90. LOUTION 90. J. JOHNSON IREGIONAL ADM. L ENG I ECOLOGY EMBANKMENT OUTFALL DETAIL PLAN VIEW 24" \ 8 °.DRAIN] NOTES: .._ PIPE 1. FOR CAST IRON RING AND COVER DETAILS SEE STD, PLAN 8 -18b.< *ET3s3aIk1E1kTx.;kET :.:3:< < §.:: <i Wit .;:: l :.........:................ gg gqq q- B C9 ®CFT STRUCTURE ®E g �4 4 (TYPICAL) �5 q �+ t C �iE t �sd L 2. SEE SPECIAL PROVISIONS FOR PAY LIMITS. Z 13 # i, pa.? f}; ak3E .,£3'.#G.. #'d ..................... .>�tf.�kT ::': .. ........' NOT TO SCALE F '9 1E, � s� k, s.3 a IP 'NI:k 0'. s#s : M. x ^�i( IFj ip35 <, *x L.: rf t .fjf�Y ;%F I Ea o-; t tai., 1....... # FILE NAME C:\AAWork\projects\SR167st 3 \d n \2305 DrainDe #ails- Addend.d n , .......... ,. ... PL OT7 em' ss" FE�.Ai3 PR(J A�. SR DD7 DATE 0I }I8>2006 10 IWASH , 15TH ST SOU TO S 180TH ST WrAf PLOTTED BY Robercl DESIGNED BY NL LaBORN JOB WAKR �� v ,� Washington State STAGE 266 ENTERED BY J. BUOY 05A031 °� &��.4 ,� docas� . �Department of Trsansportaation 861 K D BY EZEOKEK sRaE . ENGR. FEG IL °AT€ DRAINAGE DETAILS SHEETS 0NAL ADM'. E3o° REIPISIDN DAVE 3Y �.E. �x �,E. s:AW M I FI4 F l� T£D '41 C)e._ . O ° Rol EROSION CONTROL SEEDING, FERTILIZER AND MULCH k 1. SEE SHEETS DD4 AND DDS FOR UNDERDRAIN ELEVATION. UNDERDRAIN PROFILE SHALL BE STEEPER THAN 0.3%. 2. FLEXIBLE GUIDE POSTS SHALL BE BROWN IN COLOR WITHOUT REFLECTIVE SHEETING AND BE INSTALLED AT A HEIGHT OF 3' (+/- 3 ") ABOVE GROUND LEVEL. FLEXIBLE GUIDE POSTS SHALL BE PLACED AT EACH END OF ECOLOGY EMBANKMENT AS SHOWN ON SHEET DDT. ECQ.ocY EMBANKMENT NOT TO SCALE NOTES-. 3. FOR CLEANOUT STRUCTURE DETAIL SEE SHEET DDT. 4. PAYMENT FOR UNDERDRAIN WILL BE MEASURED THROUGH ALL ELBOWS AND Y'S. 5. ALL DRAIN PIPE, UNDERDRAIN PIPE AND FITTINGS SHALL BE SMOOTH ON THE INSIDE. 5. SEEDING, FERTILIZING AND MULCHING SHALL BE PAID FOR BY ACRE ON ROADWAY PROFILES. T. FOR ECOLOGY EMBANKMENT OUTFALL DETAIL, SEE SHEETS OD3 AND DDT. 8. ECOLOGY MIX TYPE TO BE USED IDENTIFIED ON SHEETS DD4 AND DD5. 9. FOR ECOLOGY EMBANKMENT PROFILE INFORMATION, SEE SHEETS DD4 AND DD5. 10. VEGETATED FILTER STRIP SHALL BE PLACED AFTER ANY UTILITY INSTALLATION HAS BEEN COMPLETED. FILE NAME C: \AAWork \Projects \SR167 \ADDENDUM \1 -E2 °06\2305 OrolnDetolls- Adds rsd.d n � F1 -v':, TIME 03:58:10 PM Kollew STATE FED.AID PROJ.NO. SR 167 DATE 01/1202006 DD9 PLOTTED BY bosserb 10 WASH ° 15TH ST SW TO S 180TH ST a DESIGNED BY M. �ss�RN in °�' �1i�ssh�ragt�� S�c��e STA{3E 3 5:E=4 ENTERED BY J. BUOY 05A031 �""a � Ts�� �e° 9 a 258 CHECKED BY Ii. EZEOKEKE cOnTRACT NQ. LOCATION u�. $� AL Department a$ T'ansporai3 OF 1 PROJ. ENGR. J. JOHNSON �VI"�I3 �t �4��E� ; X4# 3 �b:31����� ��$ c� : eioT 7u7 °' oaFv � DRAINAGE DETAILS FEG I ONAL ADM. L EeG sEV I !ON DATE !P— � P.E. STAMP zx - -- P.E..' ° a PL uj:.l 01/1 Y v- 1� 1. SEE DRAINAGE DETAIL SHTS. DD4 TO DOS FOR UNDERDRAIN ELEVATION. UNDERDRAIN PROFILE SHALL BE STEEPER THAN 0.3%. 2. FLEXIBLE GUIDE POSTS SHALL BE BROWN IN COLOR WITHOUT REFLECTIVE SHEETING AND BE INSTALLED AT A HEIGHT OF 3' (+/- 3"1 ABOVE GROUND LEVEL. FLEXIBLE GUIDE POSTS SHALL BE PLACED AT EACH END OF ECOLOGY EMBANKMENT AS SHOWN ON SHEET DDT. ;EE'Zi ��Mq��Mvlowffl MONVINfla 0 S 180th ST AL2 RAMP NOTES.- 3. FOR CLEANOUT STRUCTURE DETAIL SEE .SHEET DDT. 4. PAYMENT FOR UNDERDRAIN WILL BE MEASURED THROUGH ALL ELBOWS AND Y'S. 5. ALL DRAIN PIPE, UNDERDRAIN PIPE AND FITTINGS SHALL BE SMOOTH ON THE INSIDE. 6. SEEDING, FERTILIZING AND MULCHING SHALL BE PAID FOR BY ACRE ON ROADWAY PROFILES. T. FOR ECOLOGY EMBANKMENT OUTFALL DETAIL. SEE SHEETS DD3 AND DDT. 8. ECOLOGY MIX TYPE TO dE USED IDENTIFIED ON SHEETS DD4 AND DD5. 9. FOR ECOLOGY EMBANKMENT PROFILE INFORMATION. SEE SHEETS DD4 AND DDS. 10. FOR LEVEL FLOW SPREADER DETAIL, SEE SHEET OD23. 11. VEGETATED FILTER STRIP SHALL BE PLACED AFTER ANY UTILITY INSTALLATION HAS BEEN COMPLETED. mcc. m "ATE FED.AID PROJ.NO. A01k momawn 10 IWASH im W-00" - 05A031 Washington State oc CMTR"7 no. LAllam Depariment of Transpor DATE 3A7 SR 167 ISTH ST SW TO S 180TH ST STAGE 3 SH 299 lr6l SHEETS LEVEL FLOW spnsADEp SEE SHEET oozr ECOLOGY MIX oEoTExTzLs ERDRAIN PIPE rLsxIeLs posT ns z onAzws. p/pc zows ssooIwo 0.50', sTAVLIsxwswT OF x E NOTE 1. - --' ---- PIPE, — SEE NOTE 3 � 4% SLOPE MAX, �� ` NOTE S� 1. SEE DRAINAGE DETAIL SHEETS DD4 TO DOS FOR UNDERDRAIN ELEVATION. UNDERDRAIN PROFILE SHALL BE STEEPER THAN 0.3X. 2. FLEXIBLE GUIDE POSTS SHALL BE BROWN IN COLOR WITHOUT REFLECTIVE SHEETING AND BE INSTALLED AT A HEIGHT OF 3' (+/- 3") ABOVE GROUND LEVEL. FLEXIBLE GUIDE POSTS SHALL BE PLACED AT EACH END OF ECOLOGY EMBANKMENT AS SHOWN ON SHEET DDT. 3. FOR CLEANOUT STRUCTURE DETAIL SEE. SHEET DD7. 4. PAYMENT FOR UNDERDRAIN WILL BE MEASURED THROUGH ALL ELBOWS AND Y'S. 5. ALL DRAIN PIPE, UNDERDRAIN PIPE, AND FITTINGS SHALL BE SMOOTH ON THE INSIDE. 6. SEEDING, FERTILIZING AND MULCHING SHALL BE PAID FOR BY ACRE ON ROADWAY 7. FOR ECOLOGY EMBANKMENT OUTFALL DETAIL. SEE SHEETS DD3 AND OD7. 8. ECOLOGY WX TYPE TO BE USED IDENTIFIED ON SHEETS ON AND D05. 9. FOR ECOLOGY EMBANKMENT PROFILE INFORMATION, SEE SHEETS ON AND DOS. 10. FOR LEVEL FLOW SPREADER DETAIL, SEE SHEET DD23. 11. VEGETATED FILTER STRIP SHALL BE PLACED AFTER ANY UTILITY INSTALLATION HAS BEEN COMPLETED. FOR LEGEND, SEE SHEET DI DUAL ECOLOGY EMBANKMENT: IBOTH DR2 RAMP 'PROFILE VIEW D23-10 bATE 01/12/2006 10 WASH ANOMMM 'FlAf 15TH ST SW TO S 180TH ST PLOTTED BY DESIGNED BY basserb M. LaBORN .00 Washington State STAGE 3 IN" 270 ENTERED BY J. BUOY 05A031 COTRACT MO. LOCATION NO. Department of Transportation DATE DATE PLASTTr DRAINAGE MARKING S( FDULE T STRUCTURE `OCAIIONS 9 AD�JIUST DRAINAGE 0 1 & CLEANING EXISTING DRAINAGE STRUCTURE LOCA, ONS STRUCTURE TYPE STRUCTURE TYPE STRUCTURE TYPE NEW STRUCT. SHEET STATION SHOULDER LOCATION _ )STR. ADJ. NO. MARKINGS ET �EA N i EXST.i INSIDE a OUTSIDE D3 DI Lm 467+00 Cl OUTFALL INSIDE I OUTSIDE INSIDE DI-1 Di LM 471+95 (32 RT) C3 CULVERT CULVERT 1 2 Dl -2 DI LM 471+95 (85 RT) CULVERT 1 CB /OUTFALL 2 2 D3 DI LM 472+00 (CL) CB a i 2 1 1 CB/OUTFALL I 2 D4 15TH ST SEW 14+35 613 LT) DI-4 DI LM 477+10 (32 LT) CB/OUTFALL 1 1 2 D2 LM 479+57 (LT) 7- CULVERT DI-3 D2 78 RT) D7-1 D7 LM 5203+00 45 RT) .0UTFALL/CULVI 2 2 D1 -6 D2 LM 480+60 (32 LT) CB/OUTFALL 2 2 D2-1 D2 LM 483+41 (LT) OUTFALL 2 I D4 D2 LM 483+41 CB OUTFALL 2 2 1 CB ,14 EWN 6+12 a D2 SEW 8+60 (RT) CB OUTFALL I i D2 aLM 489+00 (LT) CB CB I I D3 LM 494+00 (LT) CB CULVERT T A CB/OUIF LLI 1 2 1 D7 IM 536+90 (RT) cs C E3 2 3 D4 LIIA 494+00 (RT) CULVERT I LM 539+20 T) D3-2 D3 LM 498+75 (32 LT) OUTFALL 1 I EWN 11+00 (16 RT) D3 LM 499+00 (LT) CULVERT CULVERT 2 D4-1 DA LM 499+00 (RT & CL) CB /CULVERT CULVERT CB 3 03-3 D3 LM 499+25 (32 LT) OUTFALL I i 2 D7 LM 5401-90 ( LT) CB I DA LM 501+50 (RT) OUTFALL 07-5 D7 Nut 35+34 (22 LT) D3-4 D3 LM 5301+66 (32 LT) OUTFALL D5-4 D5 LM 504+73 (85 RT) CB/OUTFALL 2 D3 15TH ST WS 92+05 CULVERT CULVERT LM 505+96 (115 LT) 2 OUTFALL a D3 15TH ST WS 92+00 (LT) D7 SR 18 NW 26+80 CB/OUTFALL CB/OUTFALL 2 2 D5 LM 507+60 (LT & CL) CB CB/OUTFALL 1 3 D3 15TH ST WS 94+50 (RT) CB/GUTFALL 1 i klH NEW STRUCT.a D3 15TH ST ES 92+75 CB CULVERT 1 2 1 i NEW STRUCT., SHEET STATION D3 15TH ST ES 93+40 CULVERT OUTFALL CLEAN[ EXST.1 INSIDE I OUTSIDE INSIDE OUTSIDE D4 15TH ST SEW 12+00 CULVERT CULVERT 2 D3 15TH ST ES 99-00 CULVERT CULVERT 1 1 1 2 1 1 1 D3 15TH ST ES 104+69 (LT) CB/OUTFALL CB/DUTFALL a i 2 1 D5 EWN 24+32 (7 L T) CB/OUTFALL I 2 D4 15TH ST SEW 14+35 613 LT) D3 15TH ST NEW 3+00 (RT) CB 2 1 1 7- D3 11 5TH ST NEW 9+00 (8 RT) l CB/CUTFALL D7-1 D7 LM 5203+00 45 RT) 1 1 2 2 D3 hSTH ST NEW 10+55 I CB a OUTFALL 2 1 1 klH NEW STRUCT.a SHEET STATION SHOULDER LOCATION STR. ADJ. NO. MARKINGS CLEAN! EXST.i NEW STRUCT., SHEET STATION SHOULDER LOCATION STR. ADJ. NO. MARKINGS CLEAN[ EXST.1 INSIDE I OUTSIDE INSIDE OUTSIDE D4 15TH ST SEW 12+00 CULVERT CULVERT 2 D5 EWN 2 !+50 (58 1 T) 'B/OUTFALL 1 1 1 2 1 1 1 D4 15TH ST SEW 14+00 (13 LT) CB/OUTFALL A 2 1 D5 EWN 24+32 (7 L T) CB/OUTFALL I 2 D4 15TH ST SEW 14+35 613 LT) CB/GUTFALL 1 2 1 1 7- D7-1 D7 LM 5203+00 45 RT) CB/DUTFALL 2 D4 S--- 11+30 (RT) CULVERT a D7 LM 529+10 (LT & CL) CB OUTFALL 2 D4 EWN 5 +30 C3 /OUTFALL 1 2 =1 D7-2 07 LM 532+00 1120 RT) CB ,14 EWN 6+12 a CULVERT, D7-3 D7 ;LM 535+00 (110 RT) CB 1 D4 EWN2 6+50 T A CB/OUIF LLI 1 2 1 D7 IM 536+90 (RT) cs C E3 2 3 LM 539+20 T) CB /OUTFALL( 2 1 D4 EWN 11+00 (16 RT) CB /OUTFALL I 1 2 D7 LM 540+65 (LT) CB D5--1 D5 LM 504 +00 (32 LT) CB/OUTFALL 2 D7 LM 5401-90 ( LT) CB I 07-5 D7 Nut 35+34 (22 LT) CB/oUTFALL 2 D5-4 D5 LM 504+73 (85 RT) CB/OUTFALL 2 D5 -2 D5 LM 505+96 (115 LT) OUTFALL a I D7 SR 18 NW 26+80 CB/OUTFALL 2 D5 LM 507+60 (LT & CL) CB CB/OUTFALL 1 3 1 D7 SR 18 NW 28+75 OUTFALL Q5 -7 D5 LM 510+58 (85 RT) CB/-uUTFALLj i 2 D7 SR 18 NW 30+88 CB /OUTFALL I 2 05-8 D5 LM 513+00 (85 RT) CB /OUTFALL I 2 D7 SR 18 NW 33+85 CB/OUTFALL 2 D5 LM 513+60 (LT) CB CB/QUTFALL 1 3 2 D7 SR 18 NW 35+30 OUTFALL I D5 15TH ST NEW 14+54 CULVERT I D7 SR 18 NW 35+60 CULVERT. 1 DS 15TH ST NEW 14+47 CULVERT I D7 SR 18 EN 34+45 OUTFAL- a 1 D5 SE 14+45 CULVERT I D5 SE 14+55 CULVERT I D7 SR 18 EN 36+90 16 CB/OUTFALL i 3 i 2 D7 SR 18 EN 41+00 CULVERT D5 SE 23+05 CB i 1 D8 LM 543+42 (RT) CB/OUTFALL 1 2 SE 23+30 OUTFALL I -4--25 D6 -6t 06 X2 187+75 (RT) OUTFALL I D7-6 D8 NW 38+07 (22 LT) OUTFALL I 08 LM 548+00 (R-1 & CL) C6 OUTFALL 2 1 D6 LM 525+50 (RT) CB/OUTFALL 1 2 D8-2 30 1102 RT) CB/OUTFALL 2 D6-8 D6 EN 24+60 (RT) CB 1 D8- 5 D8 LM 552+50 (97 LT) CB/ OUTFALL 2 D6-8 D6 EN 24+35 (LT) OUTFALL CB OUTFALLE 3 DG SE 26+50 CB QUTFAL; 2 1 D9-5 D9 LM 556+50 (.LT & RT) GUTFALL'3 2 D6 SE 29+50 CULVERT OU T 17 AL; 2 D8-7 D9 LM 560+00 (97 LT) OUTFALL I D6 SE 31+75 CULVERT OUTFALL 2 1 09 LNI 565+00 (RT & CL) CB OUTFALL 2 D5 EWN 13+70 (15 RT) CB/o UTFALL 1 2 1 D9-1 D9 LM 565+75 (LT) OUTFALL DS EWN 13+88 CULVERT i CULVERT 2 DIC ILM 572+75 (LT) CB/GUTFALL 2 D5 EWN 14+00 CULVERT CULVERT 2 DID LM 573+50 (RT) CB OUTFALL 1 2 1 1 D5 EWN 17+00 (RT) C B /C`j TF AL L I D10-2 DT0 l LM 575 +95 (LT) OUTFALL COLUMN TOTALS 5 44 13 COLUMN TOTALS C: \ A A Wo r k \Pr o le c t s \ S RI 6 7 11 - 16 d r r-, d t I s - p r o o d g n 08:29;41 AM g y %rilFi;l, - SFATE FED.AID PROJ.NO. 11/18/2005 -OdT ��W bosserb ASH M. LaBORN 4, BUOY OSA031 K. EZEOKEKE J. JOHNSON 210? L E REVISION' A T E ApS Y e.. s7AW r ST E) R .0 T NAG yA,R NG ` �C IL DULL 9 AD LUST DRAINAGE STRUCTURE LHA - 10N 'i_ E_ 44' 1,�'� 1't Z.,1, ^ F 1 T I I N G'' D i\ f'1, i N A G E �? 1 R 1,J C 1...� R E L ti l..r A -0 N ,J STR1lr.THRr TYPW cTPHrTlfPr TYOr STRUCTURE TYPE N STRUCT. SHEET STATION SHOULDER LOCATION STR. NO, CLEAN 1 NEW' EXSt.° SFRUCT. SHEEP STATION SHOULDER LOCATION STR. AD I. NO. MARKINGS CLEAN] EXST.' STrRUC7. SHEET STATION SHOULDER LOCATION STR. AD I, N0. jiLEAN MARKINGS,EXST, INSIDE OUTSIEiE ADJ.GMARKINGS INSIDE OUTSIDE INSIDE OUTSIDE DIG-7 D16 DR2 9 +50 (R?) CB i 1 �E )� 019 AR3 84 +40 (RT) CULVERT 1 022 -3 D22 L I050 +1,3 (LT) GI CULVERT 2 ? D17 L 810 +00 (LT) 1 CULVERT " D19 'L 884 +80 (LT, CULVERT 1 ! D22 -4 022 !G CULVERT D17 -2 D17 L 811 +25 (RT) CB i D20 -2 D20 L 885 +50 (LT) GI 1 ! D22-6 D22 °L 1054 +05 (LT) Di CB 2g 1 ) D17 -3 D17 L 812 +00 (RT) CB --� D20 -3 D20 886 +00 0 T) GI 1 0 3 ,17(4 -f) Di 7 IL 812 +80 (RT) CB CB /OUTFALL 3 r20 L 886 +Gd (R ) CB /OUTFALL 2 D22 -7 D22 AL2 54 +00 (LT) Cl 1 �a17 (11, I2) D 1 ' L 81U +10 (RT) CB CB E 2 s D20-4 D20 AL3 86 +50 (l7) GI 1 D22-8v22 AL2 56+30 (LT) G1, 1 D17 -14 D17 L 817 +00 (RT) CB ) 1 D20 -5 D20 AL3 87 +50 (_T) G D22-i1 D22 L 1G57 +QG iLT) GI 3 1 D17 -16 D17 L a18 +25 (R?) E CB 1 D20 -6 D20 A_3 90 +00 (LT) CB 1 ; f D22 -15 D22 180TH AR2 48 +58 EDT? --7 D17 L 619 +75 (RT) GB i )D17 -1,8 ( D17 L 821 +25 (RT) CB 1 p D20 -8: D20 AL3 92 +00 .LT) CB 1 D22 180TF AR2 47 +00 CULVERT I CULVERT 2 E °D1 7- 1 ) DI L 823 +25 (R?) CS 1 9 D20_9 ° D20 AL3 93 +25 (LT) CB/OUTFALL 2 D20 -11 D20 AL3 93 +25 (RT) CULVERT 1 D22-14 1722 !BOOTH AR2 50 +50 DI I ( p D18-i D18 ,L 825 +00 (RT) CB 1 �+�-°-- D18 -2 D18 IL 825 +30 (RT) CB /CB 1 2 1 j D20 84TH AVE AR3' 86 +00 OUTFALL D18 L 826 +00 (R1,) CB i ° 1 D20 84TH AVE AR3' 90 +30 (LT) CULVERT 2 D22 180TH AR2 54 +35 CULVERTO )1 3 D22 180TH AR2 56 +20 (RT) CB I ? I I D18 _ 828 +00 (RT) CB /MH /CB 3 2 i D20-13 D20 AL3 94 +50 (RT) CB /OUTFALL 2 D l 8 L 829+70 (RT) G81C8 /°JU "FALL 3 2 i D18 L 830 +00 (R?) CB i 1 °D20-15 D20 84TH AVE 46 +52 (LT) CB1C6l0UT 3 1 ) D23 -4 D23 L 1,060 +00 (LT) Gi• 1 3 D20 -16 D20 84TH AVE AR3 90 +52 (LT) CULV /CB /CB 3 2 ? D23 -8 D23 DR2 60 +50 (1 GI ) 1 � 1 1 D18 L 830 +85 CB GI /OUTFALL 3 2 ° 212TH S -EW 40 +65 ( CULVERT CULVERT 2 D23-1 023 ! AL2 62 +10 ( LT) C3 /CUTFALL 2 D18 L 831 +20 (RT) CB 1 212TH S-EW 43 +30 CB /uUTFALI 1 1 2 1 D23 -5 D23 L 1,062 +50 (LT) GIf0t7TFALL 2 212TH S -EW 44 +60 CULVERT 1 D23 -9 D23 DR2 63 +00 (RT) GI /0{ TFAIt 2 D18 L 832 +40 (RT) CB1fU?FALL i 2 1 L 867 +50 (L T) C B 1 1( 212T S -EW 45 +24 (RT) CULVERT 1 212TH S-EW 45 +40 (L?) CB /OUTFALL 1 2 1 D23 -7D23 DL2 64 +30 (RT) CULVERT CULVERT 2 D19 L 872 +70 (LT) CB I ! D23 L 1065 +00 (RT) OUTFALL 1 ID19-3 D19 L 878 +00 (LT) GI I 212TH S -EW 45 +49 (LT) CULVERT 1 D23 L 1065 +00 (LT) OUTFALL p i 1 r 19-A 019 L 878 +81 (LT) GI I 212TH S-EW 45 +62 (LT) CULVERT CULVERT 1 2 9 D13 -9 ' D 9 L 878 +50 (RT) G1, 11 D21 L 1033 +12 (LT) 9 DI CULVERT 2 1 i D23 -13 D23 L 1066 +00 (RT) I OUTFALL I D19 -5 1 D19 L 881 +00 (LT) GI E D21 �L 1040 +75 (LT) D1 CULVERT 2 D23 -14 D23 DR2 66 +00 (RT} ) C6 1 D19-11 D19 L 881 +50 (RT) Gi D21 "L 1041 +80 (LT) CULVERT I � D23 -1,5 D23 DR2 67 +25 (RT) CB 1 i; D19 -12 D19 AR3 83 +50 (RT) uI 1 Ij D21 L 1042 +00 (RT) CULVERT 1 D23 -16 D23 DR2 67 +50 (RT) CB i ? D19 -7 D!9 -]L 884 +00 (LT) GI 1 D22 -2 D22 AR2 46 +67 (RT) OUTFALL 1 D23 -17 D23 DR2 68 +50 (RT) GI tl D22-2 D22 AR2 46 +76 (RT) CB 1 _ A. 1,^t 1F4Ls is .. D23 -20 D23 L 1,0 ?0+97 (R') CULVERT _ ° F D23 L 1070 +97 (LT) CULVERT 1 i E ° D23 -21 D23 L 1071 +00 (RT) CB 1 j� COLUMN TOTALS 2 42 13 COLUMN TOTALS 5;1412353 \SR167° 3\NIckle Pack a e \(J n \Addendum 412305 DrainDe-IaIiS-Addend 4.d n 03;57:29 PM M0104 s:An I°ED.AID PROJ.NE). 02/0: /2006 10 °o-hSM Y E abcrnr BY M. LaeSf3II1AI Y J. BUOY _02004 05A031 Y K. EZEOKEKE efO.. jdV stxx�ACS �. �cArs�x �s. 8P v R. 3.3OHNSON REVISED N07ES o.. . a <. 10606 ML � c >�s�GV ° � patE PLASTIC DRAINAGE MARKING SCHL DU-E 9 ADJUST DRAINAGE STRUCTURE LOCATIONS & CLEANING EXIST T ING DRAINAGE STRUCTURE LOCATIONS bJKUU1UKL ITFL NEW STRUCT, SHEET , STATION SHOULDER LOCATION– STIR. ADJ. NO. MARKINGS CLEAN� EXT. INSIDE OUTSIDE L 1080+25 (RT) SR 167 GI DATE I . 10 IWASH D24-15 D24 D24-1 D24 L 1073+15 (RT) lobornm C6 I D24 L 1075+00 (LT) GI Washington State I D24 D24-7 D24 L 1075+98 (RT) CULVERT I I CHECKED BY D24-6 D24 L 1076+25 (RT) CB/OUTFALL 2 D24 L 1083+00 (RT) GI DRAINAGE DETAILS I RFG10it, NAL ADM. L. ENG REVISION DATE P.E. STAW SIM D24-9 D24 L 1077+00 (RT) G1 I D24 D24-10 D24 L 1077+75 (RT) G! 1 D24 L 1084+00 (RT) D24 L 1078+00 (RT) OUTFALL I D24 L 1084+10 (RT) OUTFALL I D24-11 D24 L 1078+50 (RT) G! D24-12 D24 L 1079+00 (RT) G! D24 -13 D24 L 1079+25 (RT) GI rLUI IJ 1 08:03.52 AM 024-14 D24 L 1080+25 (RT) SR 167 GI DATE I . 10 IWASH D24-15 D24 L 1081+75 (RT) DD15 GI lobornm 1 97FAF DESIGNED BY M. LuBORN 4-a n — 05AO31 Washington State STAGE 3 D24 L 1081+95 (RT) J. BUOY CULVERT I I F, CHECKED BY K. EZE-OKEKE rBy: D24-15 D24 L 1083+00 (RT) GI DRAINAGE DETAILS I RFG10it, NAL ADM. L. ENG REVISION DATE P.E. STAW SIM PA. STOP wx I D24-16 D24 L 1083+75 (RT) GI/OUTFALL 2 D24 L 1084+00 (RT) CULVERT I D24 L 1084+10 (RT) OUTFALL I COLUMN TOTALS WI 0 19 1 MR IFILE NAME S:\412353\SRf67*3\N1ck1e Pack o2e\dgn\ Addendum DGN's\2305 DroinDe tails- Adde d.dgn rLUI IJ .TIME 08:03.52 AM low "I FED.AID ROJAID. me. Adft SR 167 DATE 01/19/2006 . 10 IWASH 15TH ST SW TO S 180TH SIT DD15 PLOTTED BY lobornm 97FAF DESIGNED BY M. LuBORN 4-a n — 05AO31 Washington State STAGE 3 OE $2 74 ENTERED BY J. BUOY ce"ra"T go. LOCATION NO. Department of Transportation F, CHECKED BY K. EZE-OKEKE rBy: �R114 �G� 1. JOHNSON SeV. :PW TWA: ............................ 10611 W., M —070-7-1 DRAINAGE DETAILS SHEETS RFG10it, NAL ADM. L. ENG REVISION DATE P.E. STAW SIM PA. STOP wx I "° sms nuwp '�" �=,=� ExzSTlmC SHOULDER sLcv' 67'20 . SHOULDER / �E[Ev, e9-20 i uXISTING GROUND -�N S 5 ---�~--- \ __~-~-�—i- acnzw TYPICAL SECTION A-A c.p'z. ~ conmse POINT or INTERSECTION FOR LEGEND, SEE SHEET Dz. DATUM N.G.V.D. 1929 0 50 100 SCALE IN FEET 94 `^ o _—__—_—___ _------�-�| _ __-------' �\J __------- —___--____—__—___—_-_.----------------------------------------------------- '-- — ' _-- - '-'' -''' ____ ___—___' ---- ----- ' ' - ' 1 --' - ' ' �LLL ---' .�- __— —__--____- __ .FILE NAME S:\412353\SR167*3\N!cKle Pock a2e\dgn\ Addendum 4\2305 DrainDetalls-Addend 4qn PLOT' 6 DATE 02/01/2006 MNWMKVM PLOTTED BY I abornm 10 WASH MAP 15TH ST SW TO S I BOTH ST Washington State 5210 ENTERED BY J. BUOY Department CHECKED BY K. EZEOKEKE ML:� of Transportation PROJ. ENGR. J. JOHNSON DRAINAGE DETAILS SMEETS KY �6O 2 + 7 2 . �OC . P �.I (97.3' LT) ------- ------- ---- ................................ --- --------- - ----- --------------- - -------------- -- ----- ----------------------------------- ------ --------------------------- --------------------------- 7 --- -- - --- -- -- --- -- I --- -- -- - --- -- -- --- -- -- --- -- -- - - --- -- -- - '- - - - - - - - - - - - ------------ ------------------------------------------------ --------------------------- L -J ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------- ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 600 It LM LINE I SR167 15TH NW POND DETAIL 0 50 100 D 1 7 SC-ALE IN FEET FILE NAME S:\412353\SR16783\N!cK1e Package\ dgn\Ad dendum 4\2305 DralnDetafls-Addend dg PLOT17 T I W- 041l5:21 PM I IKOICR I STATE FED.AID PROJAD. 41 AdW SR 167 DATE 02/01/2006 . — I I DD17 10 WASH PLOTTED BY labornm t, 15TH ST SW TO S 180TH ST DESIGNED BY M. LaBORN WMER STAGE 3 5jE ENTERED BY J. BUOY 05A031 Washington State E' 76 CHECKED BY K EZEOKEKE my W. LOCAT, ION No. AL Department of Transportation. ""NT 661 PROJ. ENCR. J. JOHNSON ..... .-777� DRAINAGE DETAILS SHEETS DATE DA EXISTING GROUND 100 YR STORM SHOU r)FP TURNBACK LINE WATER LEVEL ELEV� 53.79 ELEV. T T ------------- -------------- J:- .. ................................... ........................................... .... ................................ ............. 3 ............... . . .. .. .. ........ .... . .. .... ....... .. .......................... ........ .. . ....... ......... ...... 6d::::..d. ............ ..... .. ..... .... . . ... .. ... .... .. .... / -31 , TYPICAL SECTION A-A 7 11�7 C.P.T. = CORNER POINT OF INTERSECTION 0 OR SEE SHEET DI DATUM N.G.V.D. 1929 7' -U� LM 600+00.0 C.P.I. 4 (185.9' LT) <1 7 LM 602+73 .6 C.P. I. u u (139.6' LT) P2- 1- 04 8 --- ------- ------- L -4 :LM 599+75.A 105.3' LT) �6O 2 + 7 2 . �OC . P �.I (97.3' LT) ------- ------- ---- ................................ --- --------- - ----- --------------- - -------------- -- ----- ----------------------------------- ------ --------------------------- --------------------------- 7 --- -- - --- -- -- --- -- I --- -- -- - --- -- -- --- -- -- --- -- -- - - --- -- -- - '- - - - - - - - - - - - ------------ ------------------------------------------------ --------------------------- L -J ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------- ------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 600 It LM LINE I SR167 15TH NW POND DETAIL 0 50 100 D 1 7 SC-ALE IN FEET FILE NAME S:\412353\SR16783\N!cK1e Package\ dgn\Ad dendum 4\2305 DralnDetafls-Addend dg PLOT17 T I W- 041l5:21 PM I IKOICR I STATE FED.AID PROJAD. 41 AdW SR 167 DATE 02/01/2006 . — I I DD17 10 WASH PLOTTED BY labornm t, 15TH ST SW TO S 180TH ST DESIGNED BY M. LaBORN WMER STAGE 3 5jE ENTERED BY J. BUOY 05A031 Washington State E' 76 CHECKED BY K EZEOKEKE my W. LOCAT, ION No. AL Department of Transportation. ""NT 661 PROJ. ENCR. J. JOHNSON ..... .-777� DRAINAGE DETAILS SHEETS DATE DA - a�EXISTING GROUND 100 YR STORM EXISTING SIDEWALK WATER LEVEL OR TOP OF BERM ` ELEV. 32.68 EL 33.68 MIN. -- DP P I 0 2 84TH AVE S 1 48+12.6 I? i' isT:3 P I 4+90.975 (� >a Da \J . K , 12 r f %" TYPICAL POND -___ SECTION A - A 11 - - -- �� - - - - -R C.P.I. = CORNER POINT OF INTERSECTION __ FOR LEGEND, SEE SHEET DI. r - - 1 84TH 48+ 9.6 T Y DATUM = N.G.V.D. 1929 ° 1 PI 5 +42<750 a , LR 25 r '{ R, 9.3 9 P3-2 -04 '' 1 'POND s' ` ,� OTTOM LINE P3 -1- 04 4TH AV - 45$0.42 109.8 LT} >;' Y - -` - - - -- - PI 2 +74.855 ` ---' _ — R 8 -- — _ — — -- - - - - -- _ 14 DPP8 84-H AV /S' a' —�— —�-- —� PI l .667 - --- --- -------- -- - --- -- ------------ ------ -- -------- - - - - -- R ;g _ — — _ 8 -9- - -- - -- --- - -- --- - -- -- - - - - -- - -- --- - -- - -- -- - - -- --------- - - -- -- --- ------ - - - --- ----- - - - --- -- - -- - -- ---- - - - - -- -- -- - -- - -- -------------------------------------------------- -- --- - --- - - - - -- --------------------- i� -------------- - - - - --- - --- - FILE NAME S: \412353 \SR16703 \Niekle PoCko e \d n \Addendum 4 \2305 DralnDetoils- Addend 4.d n I r- L- uo 10 TIME 08 :37 :23 Ali REGION STATE I" ED. A I D PROJ A0. � Adw SR 167 DATE 02/02/2006 e?' ®� PLOTTED BY E o5ornm 10 WASH 15TH! ST SW TO S 180TH ST DESIGNED BY NL LuBORN STAGE 3 WET ENTERED BY J. BUOY OSA031 �Q� �® STQa b � XShi13�$O48 S$38�93 277 CHECKED BY K. EZEOKEKE CONTRACT NO. LOCATION am. $�,¢ A� �'G 3 Department of Transportation Ir6l pR0 9. ENGR. J. JtiEO9�5ON :, s �� • =< D INAGE DETAILS �.._. —._ RAT' DATE. WETS REGIONAL ADM. L. ENG REUISiON DATE I BY I P.E. STAW wx P.E. ST&AP wx _ - - -� AL2' EXISTING GROUND ^� `-, .' -`_^^``^ e/w AL2' 65+75.70 PT 6K AL2 65+85.2 PT AHD n � [-4 � C.P.I. = coRwsn pozwT or mTsRsscTzom '"^^' L'' FOR LEGEND, SEE 5*ssT 01. DATUM = m.s'v-o. /*os ALa' 58+e9.1 C.P.I. SEE SHEET DD21 _ '- ' . . ' � ^ v x` � _ _ _ --41 - ----------------------------------- AL2' 62+43.73 PC 1060 �� /! ������ ' S[} 167 1 / / --------------------------------------------------------- / _____—______—______—__--____—_—_ _____—__--___—_ -------------- -------- _________—__—________--__—___—_—___—___--__—__--�—__—__- _ - _ _—_--___—_--__ ^ __—_____' /' ~��_----- - - - - - - - - - ------ -----------' ---4------' ' Ln � � / Li 6j 61 w-x� SR167/SR180 0 50 100 POND DETATL SCALE IN FEET D 2/- 2 10 FILE NAME S:\412353\SR167*3\NTckle PocKcqe\dqn\Addendum 4\2305 DralnDetalls- Addend dgn PLOT19 TIME 03t39:17 PM NEGI ID PROJA0. FED.A SR 167 DATE PLOTTED BY 02/01/2006 labornm 10 WASHI wro DD19 ISTH ST SW TO S 180TH ST 05A031 Washington State STAGE 3 SHEET 278 ENTERED BY J. BUOY TS " DRAINAGE DETAILS SWEETS DATF 12" THICKNESS (TYP.) ---3 GRAVEL BORROW INCL. HAUL 15' (TYP. QUARRY SPALLS P-71 SEE SHEET D DATUM = N.G.V.D. 1929 BYPASS PIPE RISER BOTH ENDS OF VAULT 8 " DRAIN PIPE SHELF FLOW CONTROL STRUCTURE - D24-2 NOT TO SCALE SEE DETENTION VAULT, SHEETS DVI-DV9 ...... .... ... .. . . .. . ...... ... . .. ......... ............... .... .. ...... ...... ............... . ... ... ... .. . .. .................... .... ........ ........ ....... ...... I ......... ......................... .......... ...... .......... ..... ... . . .. . ................... .. . ............ . - ..... .... ... ...................... ............ kqjl E.Sf ................ .. ...... . ... ... .. .. . ... ..................... . ... ................ ... ..... ... ... ..... .. ''I'll ... - ... I ................ ....... .. ....... ...... .............. . . ...... ... . . ... . . 111 ''. 11 --- ......... .. ......... I ..................... .. .............. . SEU:S TD::,PLA, : 8..' 5:1�lf OR:111DETAIL ....... : ... ..- ---, .... 1.''. 11 1 1''..'' .. ........... ........ . ....... .... ...... ..... ..... ... ....................... 11.11, ....... I ... I ... .... 11.1 . ... ... .... ...... ............ ... . .......... .. .. .. . . .. . .. . .. ......... .. ........... * ... . . ................ ........... ........... ................... ... .... . . .. . .............A. I .M ..... ...0 ... R..E.. - S...C. .H....E.. .D. ....U. . L... .E. ... . 0 . . . SHEET : ESD22 ............. . ......... .... .. . . . . . .. . ........ ...... ....... ................................... . .. . ... . ..... ............ .................... ................ - ........ .. ...... I ....... I .... I ..... ... .. . . .. . .. . .. . .............. .... ...... ... ......... .......... I .................... I ........... . I-- ..................... .................................................. .. .. ... ....................... I ................... I ................................. ..... - .... I I .................. ............................................ ......................... ..... .......................... ................................................................................ I .... I ................. ...................................................................... .... ........................... XCAVATE FLOW CONTROL STRUCTURE - D20-15 NOT TO SCALE FILE NAME C.-\AAWork\Projects\SR167\ArDENDUM\1-31-06\2305 DroinDeto6ls °Addend 4.d n t-LU I ZU TIME 10:32:13 AM I REGION! STATE FED.AID PROJ.NO. SR167 DATE 01 /31 /2006 DD20 PLOTTED BY basserb 10 iWASH ISTH ST SW TO S 180TH ST DESIGNED BY M. LaSORN JOB NUMEN VrAf STAGE 3 SHEET ENTERED BY J. BUOY OSA031 Washington State 279 88 CHECKED BY K. EZEOKEKE Department of Transportation PROJ. ENGR. J. JOHNSON DRAINAGE DETAILS jzg �iik DATE DATE SHEETS VAU&Iit in c j - I I "I . 1� .'. Lj 11- EXISTING GROUND PLACE QUARRY SPALLS.AT AND OUTLET PER OUTFALL PROTECTION DETAIL ON SHEET DD3 a 0.5% MIN. 0.5 % MIN. z OUTLET INLET tlNVER7 ELEV. F6S SCHEDULE SHEET DD22 SCH. A CULVERT PlPf,''.- SCH. A CULVERT PIPE� I, (TYP AS DIRECTED BY THE ENGIN A AN ND BACKFIL L WITH GRAVEL FOUNDATION CLASS B. I N STRUCTION GEOTEXTILE — C O FOR SOIL SEPARATION - VX%kV\hAT FLOW CONTROL STRUCTURE IN BERM NOT TO SCALE FOR BERM CONSTRUCTION DETAILS SEE SHEET D021 SEE SHEET D DATUM = N.G.V.D. 1929 BYPASS PIPE RISER BOTH ENDS OF VAULT 8 " DRAIN PIPE SHELF FLOW CONTROL STRUCTURE - D24-2 NOT TO SCALE SEE DETENTION VAULT, SHEETS DVI-DV9 ...... .... ... .. . . .. . ...... ... . .. ......... ............... .... .. ...... ...... ............... . ... ... ... .. . .. .................... .... ........ ........ ....... ...... I ......... ......................... .......... ...... .......... ..... ... . . .. . ................... .. . ............ . - ..... .... ... ...................... ............ kqjl E.Sf ................ .. ...... . ... ... .. .. . ... ..................... . ... ................ ... ..... ... ... ..... .. ''I'll ... - ... I ................ ....... .. ....... ...... .............. . . ...... ... . . ... . . 111 ''. 11 --- ......... .. ......... I ..................... .. .............. . SEU:S TD::,PLA, : 8..' 5:1�lf OR:111DETAIL ....... : ... ..- ---, .... 1.''. 11 1 1''..'' .. ........... ........ . ....... .... ...... ..... ..... ... ....................... 11.11, ....... I ... I ... .... 11.1 . ... ... .... ...... ............ ... . .......... .. .. .. . . .. . .. . .. ......... .. ........... * ... . . ................ ........... ........... ................... ... .... . . .. . .............A. I .M ..... ...0 ... R..E.. - S...C. .H....E.. .D. ....U. . L... .E. ... . 0 . . . SHEET : ESD22 ............. . ......... .... .. . . . . . .. . ........ ...... ....... ................................... . .. . ... . ..... ............ .................... ................ - ........ .. ...... I ....... I .... I ..... ... .. . . .. . .. . .. . .............. .... ...... ... ......... .......... I .................... I ........... . I-- ..................... .................................................. .. .. ... ....................... I ................... I ................................. ..... - .... I I .................. ............................................ ......................... ..... .......................... ................................................................................ I .... I ................. ...................................................................... .... ........................... XCAVATE FLOW CONTROL STRUCTURE - D20-15 NOT TO SCALE FILE NAME C.-\AAWork\Projects\SR167\ArDENDUM\1-31-06\2305 DroinDeto6ls °Addend 4.d n t-LU I ZU TIME 10:32:13 AM I REGION! STATE FED.AID PROJ.NO. SR167 DATE 01 /31 /2006 DD20 PLOTTED BY basserb 10 iWASH ISTH ST SW TO S 180TH ST DESIGNED BY M. LaSORN JOB NUMEN VrAf STAGE 3 SHEET ENTERED BY J. BUOY OSA031 Washington State 279 88 CHECKED BY K. EZEOKEKE Department of Transportation PROJ. ENGR. J. JOHNSON DRAINAGE DETAILS jzg �iik DATE DATE SHEETS VAU&Iit in TF L � [ L NOTE. NO urr SHALL sxcsso THE m«xIpmw spsczpzso IN scnrmw 2-03,3u4/c OF THE srAwoxno spsuIrIcxrznms. �. vxxIcs GRAVEL B z' no s' -------------- ----------- ____—_____~_-_- � sx\snwo nnoowo FOR FLOW CONTROL STRUCTURES NOT TO SCALE STRUC. NOTES EMERGENCY OVERFLOW SPILLWAY DETAIL (TYP.) NOT TO SCALE 03s54304 PM. 7— By AA. Ora y J. B?Joy washingtor S�aala SR 167 t 157H, ST SW TO S MTH ST i STAGE 3 MANAGE DETAMS POND MAXIMUM WATER ELEVATION UwEn CONSTRUCTION GEOTEXTILE FOR SEPARATION, MODERATE SURVIVABILITY a 5^ rYp / 2' wlw. y wlw. ---------- --�� -----� GRAVEL BORROW COMPACTE MIN. SEE TABLE I NATIVE THIS SHEET MATERIAL T OF TRENCH TYPICAL FLOW CONTROL. STRUCTURE AND POND LINER SECTION TABLE 2 ,FLOW CONTROL STRUCTURE SCHEDULE1 }D^ PIPE /rrp./ SEE pCS SCHEDULE THIS SHEET MODIFIED CATCH BASIN TYPE 2 72 IN. w/pLVw nESrxlCTOn SEE DETAIL SHEET DD20 NOTE- FOR ALL ELEVATIONS, SEE FLOW CONTROL STRUCTURE SCHEDULE THIS s*sEr, STRUCTURE NOTE GRAVEL BORROW POND DEPTH WIDTH INCHES RISER LENGTH OVERFLOW INCHES ELEV. OUTFALL PIPE DIAM. INCHES SIDE FLOW CONTROL STRUCTURE SLOPE STATIONS INVERT ELEV. ObNb BOTTOM ELEV. POND MAX. / TOP o FCS WATER ELEV 100 YR. STORM ELEV. POND BOTTOM *VOLUME AT AREA MAX ELEV. S.F. C.F. 5^ rYp / 2' wlw. y wlw. ---------- --�� -----� GRAVEL BORROW COMPACTE MIN. SEE TABLE I NATIVE THIS SHEET MATERIAL T OF TRENCH TYPICAL FLOW CONTROL. STRUCTURE AND POND LINER SECTION TABLE 2 ,FLOW CONTROL STRUCTURE SCHEDULE1 }D^ PIPE /rrp./ SEE pCS SCHEDULE THIS SHEET MODIFIED CATCH BASIN TYPE 2 72 IN. w/pLVw nESrxlCTOn SEE DETAIL SHEET DD20 NOTE- FOR ALL ELEVATIONS, SEE FLOW CONTROL STRUCTURE SCHEDULE THIS s*sEr, STRUCTURE NOTE ORIFICE #1 ELEV. DIAM. INCHES ORIFICE t2 ELEV. WIDTH INCHES RISER LENGTH OVERFLOW INCHES ELEV. OUTFALL PIPE DIAM. INCHES SIDE FLOW CONTROL STRUCTURE SLOPE STATIONS INVERT ELEV. ObNb BOTTOM ELEV. POND MAX. / TOP o FCS WATER ELEV 100 YR. STORM ELEV. POND BOTTOM *VOLUME AT AREA MAX ELEV. S.F. C.F. J. JOHNSON REVISED DETAIL 3:1 180th AL2' 62+50 (LT) 17.85 17.35 19.85 26.00 4S60 13053 ^ DOES NOT INCLUDE SEDIMENT TRAP DATUM = m.:.v.D. 1929 TIME 05:37:30 PM 1,06,06 REGION STATE FED.AID PROJAO. NO. 10 WASH Jw 140"R OSA031 CONTRACT No. LOCATION NO. Ml. .4 DATE Amok I GAP Washington State Department of Transportation DATE SR 167 15TH ST SW TO S 180TH ST STAGE 3 DRAINAGE DETAILS DD22 SHEET 281 SHEM DATE 01/28/2006 PLOTTED BY basserb DESIGNED BY M.LaBORN ENTERED BY J. BUOY CHECKED BY K. EZEOKEKE ....... J. JOHNSON REVISED DETAIL 5' MIN TYP. �e— .— •- 2'_MIN zZ I 4z\— ' — — -------- - - - - - -- > ------------ --�`�� �e � � :t =------ '-------- - - -- -- 2,, x 4" 6X/ NAILER - - - -- 9't {' ><i ,Ot / ,✓ Y i - - - - - -- 4 x 12 CEDAR PLANKS r! 1 I! BB IB ------ -- - - - - -- IB 3 BB B9 ' -- - - -- Bi rl BI BI 11 Ir 5' II �.! r B -rr 1 12 " MIN. INSTALL CHECK DAM (2) 4" X 12" CEDAR PLANKS EVERY 200 FT. FLOW _ s/g "" DIA. GALV. U -BOLTS y't 5" MIN. 7" LONG WITH MALLEABLE IRON WASHERS AND NUTS (2 REQUIRED EACH POST) FINISHED GRADE .,0.5` MIN. 2 " MAX. 7 FINISH GRADE %/�j/ // jiff'\ %'\/Z / /j —� CONSTRUCTION GEOTEXTILE FOR SEPARATION, MODERATE SURVABILITY, NONWOVEN ECOLOGY MIX STROC, NOTES 1 °12" DIA. STANDARD GALV. PIPE. D23 -6 DRIVE INTO CHANNEL VERTICAL A MINIMUM OF 3 BEVEL CUT END. D23 -10 LEVEL FLOM SPREADER FILE NAME Co \AAWork\ ro ects \SRl67st 3 \d n \2305 DrcinDetolls- Addend.d n PLOT23 TIME Olt0tO4 PM ° ' STATE FED.AID PROJAO. 0 AdW SR 16i DATE 01/1812006 !� DD23 PLOTTED BY Roberc B I O WASH 15TH ST SW TO S 180TH ST DESIGNED BY FA.LaSORN JOR MWOM ENTERED BY J. BUOY 05AO31 °A� �' r sA °° �a' � Washington State STALE � 282 CHECKED BY r, EZEOKEKE CONTRACT 4WD. IION us. �$ AL ��g Department of Transportation nr PROD. ENGR. 3. JOHNSON isiEI+I:S14ES DATE DRAINAGE DETAILS sasexs REGdONAi ADM. L. ENa"s REVISION DATE BY STAMP am FOR LEGEND, SEE SHEET Dl. I I -1- ---4 0 50 100 SCALE IN FEET I I, wki Nil �90 SEE SANDBAG AND PLASTIC COFFERDAM &A. L& DETAIL C3 , max aas CL ZL CQNSTRUCTION NOTES: SANDBAG AND PLASTIC COFFERDAM I. CONSTRUCT DITCH FROM L 1071+15 TO L 1075+98, SEE SHEETS D23 AND D24. 2. EXTEND 30 IN. CULVERT AT STA. L 107598 (100 RT), SEE SHEET D24a 3. CONSTRUCT PHASE I OF SANDBAG AND PLASTIC COFFERDAM AS SHOWN ON THIS SHEET. 4. CONSTRUCT CREEK CHANNEL BETWEEN THE HOSPITAL RUNOFF DOWN TO� ANO INCLUSIVE OF BERM. SEE SHEET D23 AND UCP. 5. SEE ENVIRONMENTAL COMPLIANCE NOTES, SHEETS ECNI AND ECN2. 6. NORMAL STREAM FLOW 1S 0.35 CFS 07:43:42 AM << „,,J �N'0. 11/30/2005; TED BY basserb -EKE GNED BY F” �2�ox It 14A �16 -Ef" all 1 AiN Z KED BY KEKE FNGR� J04V�SON ON A L A 0 m Iz 1%. cl EXISTING DITCH EXIST. 24'' CULVERT f--TSANDBAG AND PLASTIC COFFERDAM (SEE DETAIL THIS SHEET) .i+ •• ♦ 00i 0 o 0 o 0 • 1 of 0 0 00 0 <:::> 00 0 CIL 0 --dl o o • 0 • <�pw- STREAM FLOW - - 0 0 '01 0 A! 0 00 0 (1\ 0 • 0 S 00 D ••0 0 0 • 0 0 00 0 0 0 0 0 COFFERDAM TOP ELEVATION SANE)BAC AND PLASTIC COFFERDAMDETAIL NOT TO SCALE Agw NOT TO SCALE I' ABOVE TOP OF PIPE SANDBAGS X KEY GRAVEL—FILLED BAGS INTO SOIL _aELIJaN &-A NOT TO SCALE Sp. 167 15TH, ST $W TO S ISOTii ST STAGE 3 0MAd',NMGE MAWS D 024 SxEE', US FLOOD CONTROL AREA � 4 \\ As eL q� E - SR 167 1 050 -- -- - - - - -- ------ - y- u - -� -- - - - -- - - - - -- -- -- -- SR 167 MAINLINE --° - FLOOD CONTROL AREA SR 516 AL2' RAMP L 1047 +39 TO 1049 +75(LT) FLOOD CONTROL AREA AL2' 96 +00 TO 98 +03(LT) _. ROADWAY_ ROADWAY 6:1 SLOPE (� 6:1 SLOPE EXISTING SLOPE EXISTING SLOPE — . ........ ..... ..........,.... 4 :1 SLOPE O. 3Y _ 4 :1 SLOPE SECTION (A SECTION �� ----�� -------------------------- -------------------------- r € A r _- 4:1 SLOPE 4. 1 SLOPE SECTION G) SECTION STATION OFFSET(FT) ELEV(FT) STATION OFF5ET(FT) ELEV(FT) STATION OFFSET (FT)( ELEV(FT) 9 STATION eOFFSET(FT) ELEV;FT) 1047+39 86.4`(LT) 2003' 6 1049+67 89.2' (LT) 68.05' 1 96+00 37.2'(LT)l 42' 5 ? 97+05 s 95'(LT) 38' 2 1048+06 100'(LT) 2360` 7 1049+68 104.3`(LT) 24.1' 2 96+00 65 1 38 6 97+05 8114.5'(LT) 38 3 1048+25 8982' (LT) 23.0' 8 049+75 04�3'(LT) 24.1' 9— ¢10 L7' V' 7 t ,8? 01 aV L? ) 2' 4CJr +Jo�r (LT) 24 3' f 1.0409 75 8183' (L7) l 2�08' a 4 96+08 48. r (L 38.06' 1 8 98 --0-3 7 s 8' (L p R 42 `( 5 y 048+71 ; a 4.3' ('L E) G.S' \ L ; 3 ...E ?IA2:9. C:\DGN\cRl6T `' i.. rf \V7" °2C'i�u'.;3r`vC''T,G'^t'• ....._:. S p ± e i m 4:24:OA P y az r d a m PR y m SR 167 s s 2 F, OTT —0 BY i abo f 0 y = 15TH? ST SW STAGE TO 800 !H t G DESIGNED eL„n u X49 s . " Washington `"�3'"+ 4,i ar. - - --'� -- w» v .c _, tr I T Sii nW n 3 w d MR. JOHNSON L QN. L. z 0. 3 5 7 5 � •• ° 5 8 3 10 • °•FLOOD CONTROL AREA 2 4 °• 9 f a IF • tf • �'Aq J FLOOD CONTROL AREA <• se IML FF SE RASP %'.� S 9 4 i 3 � 277TH ST AL1 RAMP FLOOD CONTROL AREA SR 18 SE RAMP kLi T +53 TO 8 +36tLTD FLOOD CONTROL AREA SE 32 +20 TO 36 +40(LT) r EXISTING ROADWAY` -_ 6z1 EXISTING SLOPE �j 6s1 EXISTING SLOPE L� -_ -- - -" -..- ....... 2x1 SLOPE O.37. 4•i SLOPE SECTION SECT I ON � A � -------------------- - - - --- "✓✓ ..... --------------------- - - - - -- FLAT FLAT - Azl SLOPE tai SLOPE 4s1 S OPE SECTION G) SECTION STATION IOFFSET(FT). ELE 'V(FT) STATION IOFFSET(FT) ELEV(FT) STATION OFFSET(FT >° ELE (FT) STATION OFFSET(FT) ELEV(FT) T 36 +30 39 °0'(LT) ESaOS' � 1 7 +53 37„2'(LT) 42° � S 7 +75 95'(LT) 38' 32 +40 117 °5'(LE)E 75 °63 6 — 7 F 5 12 1 . 4 ° 5 (LT) 3E' 32+40 51 ' (L z) 71.1 ' 3 ° n 37� (' ) '..Y- 36 .40 1 ° 4 C L T) i 70.01 3 7 +60 SS ` 38' E I v y +24 F 59.8' (L T) 42 ° 3 32+51 i a 3 4 -7 y 3 " e E 9 67.8' - ( L T) 1 42' 4 3 +, 4 E 0 9 36 4 :) �3 °2 'L ) ' '+4 ° .6 d ` 4 v - d 'c —,�m� 7 +7: 52` (LT) 38 10 8 +30 '(LT? 35' 34' 88 0 'I Td °v ) `3 tl _ dl, -r , ,,00,f • ;FM NAME :4a 3 P € sar pEY e 4 c S$3a i'L � y _.—— E � D6 TE 1121/2005 , 18TH _ O , 1180TH, S. ,. ps.':�'tTi i Ee"a' � � Tw.,v �` 2?SLi_'`' °a'{ke"t 'esfG v ............_... ?+. M1' T'fy�, Ni'�,q fi t U _ t yp dcµ /y �t •:`".ut.L KED BY J. Y'aw' n r l g�S A EOtSa�"e+;2, G�v�v`.. �. a�3��e�e`'Sc°:5 ���� sag � " .f s 3,�. 4 '� J , _._.�........_._ -. _•_- �--- -- �_®.®. ..,. d;" � B.. ''s'4E'�z'�a eta '+��'T��- 3 :st. Gc =£t°. i; `,fir. - .�.¢- d_u.,.x•,....... ,..., ,�.�,._ -�,� -. ._.,..4u..._e..,� - ...e.,...._•......_..,....� LEGEND LOG WITH ROOT WAD 44VF HIGH VISIBILITY FENCE -GHW— - ORDINARY HIGH WATER LINE ---- NEW STORM SEWER PIPE RIGHT OF WAY /LIMITED ACCESS NEW: CATCH BASIN, SOLID METAL COVER FOR CATCH BASIN BERM EXISTING TREE. SAVE AND PROTECT EXISTING TREE TO BE REMOVED RE- LOCATED CHANNEL I 60 0 z HOSPITAL RUNOFF L 1068 +50 (101' RT) UNNAMED CREEK CHANNEL (UCC) 1068 +50 24" CULVERT EXTENSION BERM ELEVATION RETAIL NOT TO SCALE QUARRY SPALLS 8" MIN. H W__ 2 7HW 7_--0H 3 —OH � "-�OH W_ H W_ 0� OHS DOUBLE WRAP STAINLESS STEEL CABLE SEE THIMBLE DETAIL -� THIMBLE % " INSIDE DIAM. DOUBLE CLAMPS SIZED FOR CABLE tTYP) THIMBLE DETAIL NOT TO SCALE Ii LOG WITH ROOT : LOCATIONI. r-- 6 0 :\AAWork\ Pro" ectsl SRI67 \ADDENDIIM11- 12- 06\UNNAMED CREEK PLAN.d n 2 :33 :4I PM to STATE FED.AID PROJ.NO. 1/12/2006 10 WASH osserb 8 S. SPILSB€ RY WLVM ° B. BASSERI 05AO3I IC. EZEOKEKE CmirmT NO. LOCATION NO. J. JOHNSON 77 DATE 10 20 SCALE IN FEET �J HABITAT STRUCTURE N STAINLESS STEEL CABLE 5' MINIMUM O LENGTH (TYP) ALUMINUM EARTH ANCHOR DETAIL NOT TO SCALE DOUBLE WRAP STAINLESS STEEL CABLE STAINLESS STEEL CABLE 5' MIN. LENGTH (TYP) ALUMINUM EARTH ANCHORS Rrw ALUMINUM EARTH ANCHOR (TYP) SEE DETAIL THIS SHEET NOT TO EXCEED V 3' NEW CREEK CHANNEL SECTION LG WITH ROOT WADS CHANNEL INSTALLATION NOT TO SCALE m 9 10 \`O'W- m XISTING 24" EXTENDED TO NEW CREEK CHANNEL 1071 +00 GENERAL NOTES: 1, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REOUIKEMENT5 OF THE WASHINGTON STATE DEPT. OF TRANSPORTATION STANDARD 3PECIFICATIONF, FOR ROAD , BRIDGE, AND MUNICIPAL CONSTRUCTION DATED 2004, AND AMENDMENTS. 2, TH15 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE KEaUIREMENT5 OF THE AA5HTO I-RF0 091POE OE516N SPECIFICATIONS, THIRD EDITION 2004, AND INTERIMS THROUGH 2005, AND AC13509-01 ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES. 3. THE CONCRETE SEAL 13 OE51ONEO FOR A VENT ELEVATION OF 17.3. THE SEAL HAS BEEN VE516NEP A55UMING THE HYPR05TATIC PRESSURE UPLIFT UPLIFT FORCE 15 RE515TEP BY THE WEIGHT OF THE SEAL. 4. THE MAXIMUM PE510N 501L PRESSURE SHALL BE COMPRISED OF HYOR05TATIC AND EARTH C PRE5URE AT REST AND SURCHARGE AS SHOWN ON BRIDGE 5�EET OV2. CONTRACTOR TO PE510N TEMPORARY SHORING FOR LIMITS SHOWN ON BRIDGE SHEET VV2. 5. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 6. UNLESS OTHEIZW15E SHOWN IN THE PLANE, THE CONCRETE COVER MEASURE,? FROM THE FACE OF THE CONCRETE 7-0 THE FACE OF ANY REINFORCEMENT STEEL SHALL BE 3" AT THE BOTTOM FACE OF THE BOTTOM SLAB, AND 2" IN ALL OTHER LOCATIONS. 7. CONTRACTOR SHALL SUBMIT DETAILS AND INSTALLATION PROCEDURE OF THE WATER5TOP5 AT CONSTRUCTION JOINTS. 6. ALL CEILING AND INTERIOR FAL5EWOKK SHALL BE REMOVED BEFORE 13ACKFILLING. 9. SEE DRAINAGE PLANE FOR PIPING, CATCH BASIN, AND FLOW CONTROL DETAILS. 10. DEFORMED BAR REINFORCEMENT SHALL BE AA5HT0 M31 GRADE 60. 11. CONCRETE FOR VAULT, RISERS & COVERS SHALL BE CLASS 4000. THE CONCRETE IN THE SEALS SHALL BE CLASS 400OW. 12. SEE SHEET VPI FOR DATUM. 13, COE LEVELING PAP SHALL NOT BE PLACED UNTIL CONCRETE SEAL HAS CURED, REACHED THE OE51ON STRENGTH, AND OEWATERING 15 COMPLETE. 1 1072 L 1073 1074 i i i 1047-1 5 — — 1070 ii i iF�ii iE E � iiFi� FE —- - - -- — — --- — — — — — — — — — — — — L LINE ETA 1072+50 44' R, ACCE-95 0 r— ACCE55 7 OUTSIDE FACE ACCESS 3 ACCE55 4 ACCESS I — — — — — — — OF VAULT YPA55 PIPE /--KT. EDGE OF ON RAMP LN.,K* — — — — — — — OUTLET PIPE ------ =10 NE VAULT CORNER EDGE OF PAVED SHOULDER INLET PIPE ACCESS 2 LACCE55 5 L LINE 57A 1075+55 5E VAULT CORNER 70.90' RT L LINE ETA 1073+25 75.50' RT LA YOU T LEGENL? SEE PAVEMENT MARKING PLANE, IDENTIFIES SECTION, VIEW OR DETAIL -TAKEN OR SHOWN ON 5RI06E SHEET 15 ��TAKEN OR SHOWN ON THE SAME SHEET su z SKEET Bridge Engr. stoddard, n M:\z--TeaM\SR167 VAULT\ADDENDUM 6\w.indow files\LAYOUT.WND SR 167 NO. supervisor zeldenrust, RE STATE FED. AID PROj. NO, tIET TOTAL SHWIS 0 BRIDGE 15TH ST SW TO S 180TH ST ovi Des�gned By ollson, DE 09/05 1 io WASK AND STAGE 3 -1 aeeed By Brown, NS 10/05 1 :4 mow Washington State Derailed By Puryear,D. 10/05 1 STRUCTURES 4 VrAf Department of Transportation 288 :oB Zllzvoi� _7T WB E.R �P, OF Bridge Project Engr. LewiS, RA 05AO�? I - OFFICE �P' -.� I ISS ob LAYOU-r 861 11271001 rFvj5-v crrzV NA1, Prefirn. Plan By I I DATE i REVISION I BYE APFD N } Q C5 z Q +z' SHORING LIMtT5 5EE 5HT. 024 nnnnrwuu2. 1 ----------------------- P v — 1 1 �.Tf b I APPROX. 10' -0" L LINE 5TA 1073 +25.0 75.50' RT OUT510E FACE OF VAULT — _. - -_ -- _ -_ -- - - - - --i P P _E] -------- N.E. VAULT CORNER L LINE 5TA 1075 +5t 70.90' RT OTPUCTUPE EXCAVATION PLAN >t'OIMEN51ON FROM EXTERIOR FACE OF VAULT WALL TO NEAREST FACE OF 5HORIN6. CONTRACTOR MAY INCREA5E CLEAR D1MEN51ON5 WITH ENGINEER5 APPROVAL 2' -0"* PIPE AOJU5T 5HORING TO ACCOMMODATE PIPE OPENING5 (TYP.) p t p I I 999 IE 1E 1 sti 7E It i E E B E , I EL. 22.5 I ! I Lu w I I ! I ! t eX �i0 1 d E P v� w t 9 I i I }t p 8 1 9 I Lui °C 1 ! I B I E < > P I p p ( E �� Opp _2 1 I 1 i I ' rte— ayes t 11 1 I T IC SURCHARGE LOAD = 77pof AT REST PRE55URE = iBpcf (Z) HYOR05TATIC PRE55URE = 02.4pcf (Z) TRAFFIC SURCHARGE = 300prf 'If f 3' -0" � i------- - - - - -- I t t I 8 ; 88 "t3 INLET J 8 p 8 111( OUTLET , 8 8 8 I PIPES i 1 8 8 1 ! FL. 'r6A (TYP,) ~� I 13YPA55 PIPE— i I \ --. -- — , I '.4.•s•,t, .-:Q'. <.•. -A ':.Q'A.•4'►..-:4'.d.•w'F.'.4 -.d.•. .'e.: .,'a.: ms's. ' • >-a. ' «�a. i. D.T '> .Fs .':. D•t '�• .L :. D.T '4 .ii: i.8 4 .'A . D.T 't .'A ~' a- .�•.c:�.a.- d'A..--O:�.d.• •A..�'.O:'.a.•:' b.�: C: - -a� tl A•.�A; 'd�. it t :. 1 . d C :. D. T ' >..:c :. D,T .ly. d f :. D. T, �� a secrioN A FIN. GRNO LINE i A t li � t tt 3 n, i t I i 8 9 1 i E { 1 8 E I e SHORING (TYP.) o t 1 I ! I { I { i i t I t i t E { E { t I i y E i I { E 4 I t 1 1 i 1 E t 1 { i COF LEVELING PAO t i SERL 4 I I { t t OVARRY 5PALL5 l ( 1 I 1 i t i t 1 `—AT REST PRESSURE 1,5pcf (Z) t— HYDR05TATIC PRE55URE = 62.4pcf (Z) cadge Design Engr. Stoddard, RB Im: \z- Team \sR167 VAULT \ADDENDUM 6 \windows files \PLAN.WND SR 167 ` skw Supervisor zeldenrust, RP �r, fl ; -'rATE FEED. AIDPROJ. NO, ,O. oFa O ®® ma�-yq/�' +Ep-- � 1 y H gyp) ply ST t-TrV2 Designed BY Olson, DE 09f05 BRIDGE 9 ilTH i ST S V V T� S � a74!'T� �7 7 V �L Qaecked By Brown, NS 10/05 zo WASH. AND ti. ST1��+� ' DetatledBy PUryear,D. 10 /05 Washington of i..77 JOB NUMBER ST€�fa�Ti,��Z�S �ep�rts'1'a�ret �f �'raa�spasrtatloro gas Bndge Projects Engr..Lewis, RA <'st3loo PECE>aFavi -5xEEr sc^ .cG 05AO3l I a OFFICE dyp_,, EXCAVATION ,t �.l -t-tON ra! �tN y PETAg G 0` Prelate. Man BY at,/ AMINO NOTES 00 CFO E bNflL V��9:✓� I ytAy 8 7 :' ,L-XCi ll fliJ /�! lV7V ! L1ltY 4X tlLt iklL✓ 861 AmMecUSaeetalist 1 DATE _ REVISION i BY APP'D E xPZ is ileTar..... ExPiRts ,�t.a (e€ 3 PP �_ C, St csI Lu it„ 11.t p- W n w (Z' ON -RAMP LANE VARIES� w 12' -10" (50UTH END) TO 6' -0" WIDE 5' -2" (NORTH ENO) 5HOULOER 1' -O" 12' -0" p t p I I 999 IE 1E 1 sti 7E It i E E B E , I EL. 22.5 I ! I Lu w I I ! I ! t eX �i0 1 d E P v� w t 9 I i I }t p 8 1 9 I Lui °C 1 ! I B I E < > P I p p ( E �� Opp _2 1 I 1 i I ' rte— ayes t 11 1 I T IC SURCHARGE LOAD = 77pof AT REST PRE55URE = iBpcf (Z) HYOR05TATIC PRE55URE = 02.4pcf (Z) TRAFFIC SURCHARGE = 300prf 'If f 3' -0" � i------- - - - - -- I t t I 8 ; 88 "t3 INLET J 8 p 8 111( OUTLET , 8 8 8 I PIPES i 1 8 8 1 ! FL. 'r6A (TYP,) ~� I 13YPA55 PIPE— i I \ --. -- — , I '.4.•s•,t, .-:Q'. <.•. -A ':.Q'A.•4'►..-:4'.d.•w'F.'.4 -.d.•. .'e.: .,'a.: ms's. ' • >-a. ' «�a. i. D.T '> .Fs .':. D•t '�• .L :. D.T '4 .ii: i.8 4 .'A . D.T 't .'A ~' a- .�•.c:�.a.- d'A..--O:�.d.• •A..�'.O:'.a.•:' b.�: C: - -a� tl A•.�A; 'd�. it t :. 1 . d C :. D. T ' >..:c :. D,T .ly. d f :. D. T, �� a secrioN A FIN. GRNO LINE i A t li � t tt 3 n, i t I i 8 9 1 i E { 1 8 E I e SHORING (TYP.) o t 1 I ! I { I { i i t I t i t E { E { t I i y E i I { E 4 I t 1 1 i 1 E t 1 { i COF LEVELING PAO t i SERL 4 I I { t t OVARRY 5PALL5 l ( 1 I 1 i t i t 1 `—AT REST PRESSURE 1,5pcf (Z) t— HYDR05TATIC PRE55URE = 62.4pcf (Z) cadge Design Engr. Stoddard, RB Im: \z- Team \sR167 VAULT \ADDENDUM 6 \windows files \PLAN.WND SR 167 ` skw Supervisor zeldenrust, RP �r, fl ; -'rATE FEED. AIDPROJ. NO, ,O. oFa O ®® ma�-yq/�' +Ep-- � 1 y H gyp) ply ST t-TrV2 Designed BY Olson, DE 09f05 BRIDGE 9 ilTH i ST S V V T� S � a74!'T� �7 7 V �L Qaecked By Brown, NS 10/05 zo WASH. AND ti. ST1��+� ' DetatledBy PUryear,D. 10 /05 Washington of i..77 JOB NUMBER ST€�fa�Ti,��Z�S �ep�rts'1'a�ret �f �'raa�spasrtatloro gas Bndge Projects Engr..Lewis, RA <'st3loo PECE>aFavi -5xEEr sc^ .cG 05AO3l I a OFFICE dyp_,, EXCAVATION ,t �.l -t-tON ra! �tN y PETAg G 0` Prelate. Man BY at,/ AMINO NOTES 00 CFO E bNflL V��9:✓� I ytAy 8 7 :' ,L-XCi ll fliJ /�! lV7V ! L1ltY 4X tlLt iklL✓ 861 AmMecUSaeetalist 1 DATE _ REVISION i BY APP'D E xPZ is ileTar..... ExPiRts ,�t.a (e€ 3 PP �_ VAULT INTERIOR WALL FACE PIPE STRAP -DOWN 5.5. PLATE, MIN. Vs" THICK X IY2" WIDE BAR CONTRACTOR TO SUBMIT ACTUAL 57-RAP,DOWN DESIGN, INCLUDING TYPE OF BYPASS PIPE AND 5TPAP-,?OWN PLATE DETAILS. 55 THREADED 9005 (MIN. Y2"0) WITH ENO HOOK. INSTALL AT FEZH BAFFLE LOCATION WITH &" EMBEDMENT. INSTALL 5TWN BAFFLES WITH 6" EMBEDMENT. ROD HORIZONTAL SPACING OTWN BAFFLES ALONG BYPASS PIPE SHALL NOT EXCEED 9'-0" 5PO, 900 LOCATIONS SHALL BE MIN. 2'-0" AWAY FROM JOINTS IN BYPASS PIPE. TOP OF PIPE SHELF AND BAFFLES L 5.5, NUTS AND WASHERS TO MATCH 900, TOP 4 BOTTOM OF 5TRAP-DOWN PLATE BYPASS PIPE SHELF SEE DETAILS 5R. 5HT, OVG FOR REINFORCEMENT 4 GEOMETRY e3'o 13YPA55 PIPE CL BYPASS PIPE MWAMMUMMMI 1 111121 111 � 11 VAULT INTERIOR WALL FACE —BYPASS PIPE 5.5. 5rRAP-DOWN SEE DETAIL, THIS SHEET. \ --EDGE OF BYPASS PIPE SHELF -5.5, NUTS AND WASHERS TO MATCH ROD, EACH SIDE OF RESTRAINT PLATE -BYPASS PIPE R15ER AT EACH ENO OF VAULT i BYPASS PIPE 915ER —PIPE R15ER RESTRAINTS, 2 0 MIN. Ve' THICK X 1V2" WIVE BAR. CONTRACTOR TO SUBMIT ACTUAL RESTRAINT DESIGN. "\—(2) Y2`0 MIN. 5.5. THREADED RODS. CONTRACTOR MAY DRILL AND EPDXY ANCHOR RODS (MIN. 6- EMBEDMENT) IN CURED WALL, OR INSTALL THREADED INSERTS IN WALL AND SECURE THREADED RODS. CONTRACTOR SHALL SUBMIT ACTUAL RESTRAINT DETAILS AND ANCHORING. FOR EACH R ISER, INSTALL (1) UPPER RESTRAINT CENTERED AT ELEV. 20.00 AND (1) LOWER RESTRAINT AT ELEV. 16.50. 13YPA55 PIPE RIOERKE3-FRAINT PLAN SOUTH END OF VAULT SHOWN, NORTH ENO 51MILAR BAFFLE 1 BAFFLE 2 BAFFLE 3 LEFT WALL BAFFLE 4 BAFFLE 5 BAFFLE 0 5 EPA 0 36 -0" O.C. = 150'-0" "1 II - - - - - - - - - - - - - - - - - - - - - - --- _- - - - -._ - - - - - - - - _-. -IT - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - __-- -_ - -fir - - - - - - - - - - - - - - - - - - - - - - jr - - - - - - - At - - - - - - - At - - - - - - - - - - - - - - - - - - - - - 41 - - - - - - - - - - - - - - - - - - - - - - - ir - - - - - - r-r a - - - - - - - - - - - - - - - - - - - - J T- . 3_ TL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 111:5YPA55 .5.0% (rYP.) 5REAKOVER LINE:: PIPE SHELF — - - -- - -- - -- - - -- -- — - -- — -- — -- — ___M�__ — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — �,?_t E _ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ML 1 0.0% (TYP.) - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - I - - - - - - L - - - - - - - - - - - - - - - - - __Mt I L 34'-0" 5 SPA 0 36-0" O.C. = 1,50'-0" RIGHT WALL ACCESS 6 ACCESS 1 4 ACCE53 2 ACCESS 3 ACCESS 4 ACCE55 5 ACCESS 7 PLAN rE 5TA. L )75+52 RIM EL. 23.95 5TA. L 1073+59 57A. L 1073+95 57A. L 1074+31 5TA. L 1074+67 51A. L 1075+03 5TA. L 1075+39 KIM EL. 23.79 KIM EL. 23.52 RIM EL. 23.57 RIM EL. 23,92 RIM EL, 23.93 KIM EL. 23.97 EL. 22.50 EL, 22,50 _j CHAMBER 65 HAM5EK 7 1 CHAMBER 1 CHAMBER 2 CHAMBER 3 CHAMBER 4 CHAMBER 5 __.-C TYP.) EL. 13.153 77-1 EL. 11.5 EL, 11.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t- � - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------------- - - - - -- - - - - - - - - - '--NEL. 11.0 EL. 6.0 EL, rb.0 - - - - - - - - ----------- - - - - °- --------------------------------------- - 1 EL. 4,0 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j L- - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEAL BYPASS PIPE SUPPORT SHELF 3ECTION rA COF LEVELING PAD OUARRY 5PALL5 EE 5ECT;�N KIM ELEVATION ALONG LVAULT STEPS BELOW DEPTH VARIES ,5E R_V9 RIGHT EDGE OF COVER ACCE-55 I TMkU 0 BASE COUR SEE DETAILS X & Yl SEE BRIDGE 5HT DVS 5HT. OV6 Br*e Design Bvr. stoddard, RB M:\Z-Team\SR167 VAULT\ADDENDUM 6\window fileS\VAULT PLAN.WND SR 167 swa V. Norr O supervisor zeldenrust, RP STATE FED. AIDPROI, NO. Designed By Olson, DE �0�8/05 BRIDGE 15TH ST SW TO S 180TH ST 0V3 io STAGE 3 ked By Brown, NS --i-0/05 WASK AND Washington State Detaw By Puryear,D. I 40M STRUCTURES Department of Transportation 290 JOB NUMB��R lFrAf 0� A031 'FICE VAUL,r PLAN & OETAIL5 W4 BMIge Projects Fnw. 02110/06 �ZEPLACEWEN'T E�HFE� Ok Prelim. Plan By P112710cl W ElEV. 1p;ll '-E0 ANAL OF 861 Amhite&/Smacahst I DATE 1 REVIS:ON I BY I APPD ,'Es 3, 3 1 #5 90T, - 63 5PA 9 b" = 31'-15 3" (TYP.) 2 #6 5PL, TO 1 1 #5 TOP.1,01.,_61 5" (TYP.) O f FN _11 ZO ;z M d; I Z sae Desn Engr Des;g�­d By ry [L-Ztair FY 0 Plan 5� --------------------------------- 64 ; #5 TOP & 80T I 5PA 0 0" 67 I #5 TOP & 807. (32'-3") i55PA 0 e" = 3'-4" #5 60T. (224'-0') 2 5PA 0 0" = Y-O" 04] #5 TOP & 50-1 10 EO 5PA 0 A13T. 7314" 31, ROUGHENED SURFACE FOR 13YPA55 PIPE SHELF OVER -POUR i _3 - 1 j #6 5PL. TO F312 145 TOP & T-627, #& 130T, - ro 5PA 0 6" (TYP.) NORMAL TO ACCE55 I TH9u ro #5 5PL, 7*0 i 311 i #5 TOP & 01; #5 f5OT. - 03 EQ. EPA 0 A5T. 6" (TYP.) BETWEEN ACCE55 1 THKU 0 2 (31 1 #5 5PL. TO 311'#& & 31! #8 #6 5/`L. TO 1313 j #5 TOP 17E0. 5PA 0 AbT. 6Y4" = 5`11" & '63 1 #63 50T, 7 5px'o 0,, 3, -6" BUNDLE .61-1 #0 V✓I 65' -, #5 LEFT 51PE OF OPENING -\ iE 41 BUNDLE 2 61j #8 c 2 [106j #6 VIAG. (TYP.) (TYP.) BOTH 510E5 3" CLK. FROM OPENING 6D ACCE55 OPENW(55_',��� ACCE55 1 OPENING (TYP.) LACCE55 2 ACCE55 ACC-E-55 7 OPENING '5j3' -6" x 2'-10" #5 TOP & L30T. (g-u�) - 3 5PA 9 I#& TOP L4' -O" X 4'-0" BUNDLE [0� #5 W1 j #5 2 131 ' #0 5PL. TO I (TYP.) ALL OPENINGS & !K1J #6 307. - 1 5PA 91 6" CENTER ON ACCE55 OPENINGS 1 THKU ro BAFFLE 1 BAFFLE 2 z ZE OZZIE t�2 n - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - La -- - TOP 15 1 #5 & 1 65 , #0 - 459 5/`A. 0 6, = 130TTOM I #& - 459 5FA Ca) 0" = 229'-C BAFFLE 0 — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — L — — — — — — — — — — — — — — BUNDLE 2 ­611 #55 - \2 Lloo, #C, -I "'LOOK 5LAL5 KEINFOPCEMENT PLAN 'apur, 3 ----------- f FILI 0 LU SrA'r FE 10. .3 R D G E A Q) AND JR ESS wasNington State f7o Department of Transr, tation ACCE55 1 OPENING (TYP.) LACCE55 2 ACCE55 ACC-E-55 7 OPENING '5j3' -6" x 2'-10" #5 TOP & L30T. (g-u�) - 3 5PA 9 I#& TOP L4' -O" X 4'-0" BUNDLE [0� #5 W1 j #5 2 131 ' #0 5PL. TO I (TYP.) ALL OPENINGS & !K1J #6 307. - 1 5PA 91 6" CENTER ON ACCE55 OPENINGS 1 THKU ro BAFFLE 1 BAFFLE 2 z ZE OZZIE t�2 n - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - La -- - TOP 15 1 #5 & 1 65 , #0 - 459 5/`A. 0 6, = 130TTOM I #& - 459 5FA Ca) 0" = 229'-C BAFFLE 0 — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — L — — — — — — — — — — — — — — "'LOOK 5LAL5 KEINFOPCEMENT PLAN 'apur, 3 ----------- f {ai"Ar 0 LU SrA'r FE 10. .3 R D G E AM, Q) AND JR ESS wasNington State f7o Department of Transr, tation Kirker, KN n. tr) ---------- It- ACCE55 1 OPENING (TYP.) LACCE55 2 ACCE55 ACC-E-55 7 OPENING '5j3' -6" x 2'-10" #5 TOP & L30T. (g-u�) - 3 5PA 9 I#& TOP L4' -O" X 4'-0" BUNDLE [0� #5 W1 j #5 2 131 ' #0 5PL. TO I (TYP.) ALL OPENINGS & !K1J #6 307. - 1 5PA 91 6" CENTER ON ACCE55 OPENINGS 1 THKU ro BAFFLE 1 BAFFLE 2 z ZE OZZIE t�2 n - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - La -- - TOP 15 1 #5 & 1 65 , #0 - 459 5/`A. 0 6, = 130TTOM I #& - 459 5FA Ca) 0" = 229'-C BAFFLE 0 — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — L — — — — — — — — — — — — — — SR 167 519 H ST SVV T 0 S I 80TH ST OV4 STAGE 3 Ir 1 901 VAUL7' 01"EvTAIL,45 I OF 3 "'LOOK 5LAL5 KEINFOPCEMENT PLAN 'apur, 3 ----------- f {ai"Ar 0 zeldenrust, RP t--- Olson., ")E SrA'r FE 10. .3 R D G E AM, Brown, NS AND JR ESS wasNington State f7o Department of Transr, tation Kirker, KN ---------- SR 167 519 H ST SVV T 0 S I 80TH ST OV4 STAGE 3 Ir 1 901 VAUL7' 01"EvTAIL,45 I OF 3 101, -yP 2" CLK, PEKMI5515LE (TYP.) CON5TKUCTION JOINT W1 ROUGHENED 5URFACE (TYP) 'j 4" FILLET (TYP.) 132 #5---:=- Q) rti 5REAKOVEJ LINE O cu 32 : #5--C #e3 L? E TA I L EL, 15.90 (TYP.) -TOP OF BAFFLES FIFE —SHELF 9' #5 & 10 ; #5 5AFFLE ro -5-HbWN, OTHr-k5 SIMILAR 5PA. (13AFFLE5 1.2) 2 EQ 5PA, (5AFFLE5 3,4) 3 Ea 5PA, (BAFFLES 5,0) 2 L7 1 #5 /-T,' #6 AND #6 #5 #5 #5 #,5 & .__i #6 5z E C T 0 N v,11 -;HEAK KE',3 z 5,ilqe Ce ign Eq, Kanur -\W'ndow f4leS\VAULT SECTIONS.WND jN,:\Z-Team,\SR16' VAULI � � Z :i u: to U') "Din 0 f Cj — 4 f1 =pj EL. 13,53 IL W orb '3il #5 TOP - 453 6PA &V 6' = 229'-6' 1 61 1 #6 501`� - 459 SPA 0 6" = 229'-0' -=--i ACCE55 COVER 5EE PE TAIL KX (LA ROE) ACCESS COVER (5MALL) vo 5EE DETAIL # bi 7 -T r64 #5 4 #4 r-4 L244 #4 (TYP-) 'L #5 wl 2'-0" MIN. OPL� P F f3TWN. BAFFLE5 f-4 245 1 #4 1 f BAFFLE 0 3'-3" MIN. 1 2'-0` LAP 5PL. 4 jr'241 #4 i -Y MIN L' (_ry 4 1 IN, 25 1 #5 0 10' O.G. (TYP.) I (TM) '0 13AFFLE-5 5EE SECTION ('X� MIN. 5 -4- -If--4 #5 tJ >> 4 [2 #4- L- -- ZY Of 3 #15 WATEP5TOP (TYP.) 3" Uv I I 5EE DETAIL /'-X1 \ EL. 22.50 09/05 i./05 I w I IJ- All D�Mjed By P ur y e a r , D. 6,,d,e P-ojW-- Eagr. Kirke ' <- rf, prc;.". Ran, By 2 LL 5PL. 1: -io-1 #5 DATE 5.0% OV5 5.01 1? 7 2'• 0" 5PL. ?i u,7Z-O" OPL. LL 5.0% 0.07 0 rE 7"A I L 3 2 0r 3 Lu 1,07 170 ! #5 9i #5 0.0% i LLi #,5 & .__i #6 5z E C T 0 N v,11 -;HEAK KE',3 z 5,ilqe Ce ign Eq, Kanur -\W'ndow f4leS\VAULT SECTIONS.WND jN,:\Z-Team,\SR16' VAULI � � Z :i u: to U') "Din 0 f Cj — 4 f1 =pj EL. 13,53 IL W orb '3il #5 TOP - 453 6PA &V 6' = 229'-6' 1 61 1 #6 501`� - 459 SPA 0 6" = 229'-0' -=--i ACCE55 COVER 5EE PE TAIL KX (LA ROE) ACCESS COVER (5MALL) vo 5EE DETAIL # bi 7 -T r64 #5 4 #4 r-4 L244 #4 (TYP-) 'L #5 wl 2'-0" MIN. OPL� P F f3TWN. BAFFLE5 f-4 245 1 #4 1 f BAFFLE 0 3'-3" MIN. 1 2'-0` LAP 5PL. 4 jr'241 #4 i -Y MIN L' (_ry 4 1 IN, 25 1 #5 0 10' O.G. (TYP.) I (TM) '0 13AFFLE-5 5EE SECTION ('X� MIN. 5 -4- -If--4 #5 tJ >> 4 [2 #4- L- -- ZY Of 3 #15 WATEP5TOP (TYP.) 3" Uv I I 5EE DETAIL /'-X1 \ EL. 22.50 z 1:2:Vl Y P EL, 11.55 , / I L — — — — 5EE 5ECTION ( F PIPE 5HELF V 2*-0" MIN. OPL� 0 � 3 #5 5EE DETAIL AIL # DETAIL 5EE DETAIL # Y '5EE L� L 5 4 #e f-ro-] #6 TOP - 459 SPA 0 6" 229'-6' & f 1,jj #6 '507. - 459 5PA 0 0- = 229'-6- TYPICAL LONGIT UPI NAL 5EC7-/ON 4' FILLET AT 5A5E OF WALLS (TYP-) CON5TRUCTION JOINT✓W WATER5TOP 6D 40'-0" 5PA MAX. & 4'-0" MIN, CLK. FROM 3AFFLE5 AND OPENING5 W1 4'-0" MIN. AN BAR LENGTH ANP SPLICE LOCATION AT CONTKACTOR'5 OPTION. OFFSET 5TWN. ROOF SLAB & FLOOR SLAB JOINTS. 0 31 #5 N.F. 1 3 1 #6 AND 33 _I #6 F,F. ## 5EE VETAIL rz-"\ J� —'� 64 65 i 66 & 167 TOP 6. BOTTOM W1 3'-3" 5PL. MIN, 09/05 i./05 I 77i7 -0 WASH. All D�Mjed By P ur y e a r , D. 6,,d,e P-ojW-- Eagr. Kirke ' <- rf, prc;.". Ran, By LL 5PL. S'R 67 DATE PIPE SHELF (34; #5 OV5 5.01 1? 7 u,7Z-O" OPL. LL 5.0% 0.07 0 rE 7"A I L 3 2 0r 3 Lu z 1:2:Vl Y P EL, 11.55 , / I L — — — — 5EE 5ECTION ( F PIPE 5HELF V 2*-0" MIN. OPL� 0 � 3 #5 5EE DETAIL AIL # DETAIL 5EE DETAIL # Y '5EE L� L 5 4 #e f-ro-] #6 TOP - 459 SPA 0 6" 229'-6' & f 1,jj #6 '507. - 459 5PA 0 0- = 229'-6- TYPICAL LONGIT UPI NAL 5EC7-/ON 4' FILLET AT 5A5E OF WALLS (TYP-) CON5TRUCTION JOINT✓W WATER5TOP 6D 40'-0" 5PA MAX. & 4'-0" MIN, CLK. FROM 3AFFLE5 AND OPENING5 W1 4'-0" MIN. AN BAR LENGTH ANP SPLICE LOCATION AT CONTKACTOR'5 OPTION. OFFSET 5TWN. ROOF SLAB & FLOOR SLAB JOINTS. 0 31 #5 N.F. 1 3 1 #6 AND 33 _I #6 F,F. ## 5EE VETAIL rz-"\ J� —'� 64 65 i 66 & 167 TOP 6. BOTTOM W1 3'-3" 5PL. MIN, #5 W/ BETWEEN OPENING5 i L31 EL 22.50' 1 3' -3" OPL. MIN. I WATER u. 7 1 ; #5 AND 3 1 N.F. # 5EE OE� 11 L A -K-Z T5 AND 33� F.F. FEE DETAIL PLAN - C-Q,!�NEB PE-1-AlL (50UTh' ENO 5H0WN, NOPTH ENO --IM;LAR) r. V -:CA! '0N5TPZUCl'ION JOINT W� WATER-'TOF K 7 � .'N' 110,,,J,,'-L'J.'-AL WALLS G 40'-0` 5--A mAX, 0 suve;-viso' Zeldenrus', RP C�sig"--d By Olson, DE Bro,,4n, NS 09/05 i./05 I 77i7 -0 WASH. All D�Mjed By P ur y e a r , D. 6,,d,e P-ojW-- Eagr. Kirke ' <- rf, prc;.". Ran, By LL 5PL. S'R 67 DATE PIPE SHELF (34; #5 OV5 5.01 1? - BREAKOVEK LINE I u,7Z-O" OPL. LL 5.0% 0.07 0 rE 7"A I L 3 2 0r 3 #5 W/ BETWEEN OPENING5 i L31 EL 22.50' 1 3' -3" OPL. MIN. I WATER u. 7 1 ; #5 AND 3 1 N.F. # 5EE OE� 11 L A -K-Z T5 AND 33� F.F. FEE DETAIL PLAN - C-Q,!�NEB PE-1-AlL (50UTh' ENO 5H0WN, NOPTH ENO --IM;LAR) r. V -:CA! '0N5TPZUCl'ION JOINT W� WATER-'TOF K 7 � .'N' 110,,,J,,'-L'J.'-AL WALLS G 40'-0` 5--A mAX, 0 suve;-viso' Zeldenrus', RP C�sig"--d By Olson, DE Bro,,4n, NS 09/05 i./05 I 77i7 -0 WASH. All D�Mjed By P ur y e a r , D. 6,,d,e P-ojW-- Eagr. Kirke ' <- rf, prc;.". Ran, By -L—J S'R 67 DATE .3-3 #e OV5 ZI Lu p 2 Q) or it cq Lv-z� SPL 1,31 #5 F-1 60T. - 23 5PA CT 6"' lV-6" 5EE DE` AIL 5 TOP - 23 5PA. 0, = W TYPICAL 7-I�AN3VDI<OE 5" LE C- T 10,N ;LOOKING AHEAD ON 5-44A-FION) NLF NEAR FACE = FAR FACE fi: BR0GE ND wash ington State ZUI : -'j UREA C-1: Department of N" CON5TRUC 4" FILLET A OF WALL5 r TOP OF ROOF DETAIL Z -TOP OF FLOOR DETAIL DETAIL (NORTH END OF VAULT 5HOWN) I - f (TYP.) DE, A [ LL w A (NOPTH EN E) OF VAULT 5HOWN' � '/ di YP. E TErIOK WALL5 x K "'N' FclkU! NG NOT 5HOWN FOR CLAKO-Y) S'R 67 N nal �::r .3-3 #e OV5 SAGE 3 TOP OF BAFFLE5 - - -------- - - - - -- - - V A I—] L E N. OR � 1� Ml = N T 5.0% 0.07 0 rE 7"A I L 3 2 0r 3 ZI Lu p 2 Q) or it cq Lv-z� SPL 1,31 #5 F-1 60T. - 23 5PA CT 6"' lV-6" 5EE DE` AIL 5 TOP - 23 5PA. 0, = W TYPICAL 7-I�AN3VDI<OE 5" LE C- T 10,N ;LOOKING AHEAD ON 5-44A-FION) NLF NEAR FACE = FAR FACE fi: BR0GE ND wash ington State ZUI : -'j UREA C-1: Department of N" CON5TRUC 4" FILLET A OF WALL5 r TOP OF ROOF DETAIL Z -TOP OF FLOOR DETAIL DETAIL (NORTH END OF VAULT 5HOWN) I - f (TYP.) DE, A [ LL w A (NOPTH EN E) OF VAULT 5HOWN' � '/ di YP. E TErIOK WALL5 x K "'N' FclkU! NG NOT 5HOWN FOR CLAKO-Y) S'R 67 N nal �::r 155-1 H ST SW TO S 180TH S x OV5 SAGE 3 V A I—] L E N. OR � 1� Ml = N T 0 rE 7"A I L 3 2 0r 3 6 z ca SEE DETAIL rA--"\ ACCE55 COVER (5MALL) \Q.V"Y [100 j #0 DIAGONAL ­N4 J I 4 -------------- -------------- 5EE VAULT STEP SEE DETAIL Z 51M. ACCE55 COVER (LARGE) RIM, Et.. 5HT. DY5 5EE 5HT. 01 L_ 100 #6 DIAGONAL 03 #4 9 #5 f_�0_2 #4 TOP (K. BOT. #5 -Top & 60T. 'K -0. EL, 22.50 -­--------------------­ - I r_104 #4 STIRR, --------------------- q) Lu ju ZZ U. 251j #5 LEFT WALL- i_24j #4 245 j #4 251 #5- 1" CHAMFER (TYP.) EL. 15.90 LEFT WALL- , _245_ #4 #4 1241' #4 THRV BAFFLE 2' LAP 5PLICE EA, 51PE OF BAFFLE I EL. 15.90 _SECTION rT' 5 E C T / 0 N rC_,"� CHAMBER 1 1? V3 CHAMBER 1 Off 10". 2'-4- LL Ift - 7'-2" 7r' TYP. 133 1 #43 (TYP.) U- u_ 9_pe,vew zeldenrust, RP -FF FF- STATE FED. AID PROJ. NCI. U- .d < FI_ L244j #4 3 5PA u- LL UI q) 0 Al3r. 455h" = V-8" 4 o-ol PreWn. Men By I Z, 7.," (rYP.) CHAMBERS 2-6 q) s REVISION !BY Lu EL. 7: BAIL 15.90 (TYP.) f AIL L.E�5 e k) e < uj �o � QF F_ PIPE SHELF f ul MIN. 5PL._ Lu f- 113 0 10" O.C. - 6 #& (TYP) E'5 ipe (TYP.) YARIE5 If 5EE VAULT STEP SEE DETAIL Z 51M. ACCE55 COVER (LARGE) RIM, Et.. 5HT. DY5 5EE 5HT. 01 L_ 100 #6 DIAGONAL 03 #4 9 #5 f_�0_2 #4 TOP (K. BOT. #5 -Top & 60T. 'K -0. EL, 22.50 -­--------------------­ - I r_104 #4 STIRR, --------------------- q) Lu ju ZZ U. 251j #5 LEFT WALL- i_24j #4 245 j #4 251 #5- 1" CHAMFER (TYP.) EL. 15.90 LEFT WALL- , _245_ #4 #4 1241' #4 THRV BAFFLE 2' LAP 5PLICE EA, 51PE OF BAFFLE I EL. 15.90 _SECTION rT' 5 E C T / 0 N rC_,"� CHAMBER 1 1? V3 CHAMBER 1 Off 10". 2'-4- LL Ift 2L BRIDGE AND STRUCTURI OFFICE 9_pe,vew zeldenrust, RP -FF FF- STATE FED. AID PROJ. NCI. U- 5 10 WASH. JOB NwBw APPD u- wag Lu q) NF- 4 o-ol PreWn. Men By I Z, 7.," u NF q) s REVISION !BY e k) e < uj �o ul Lu -0 Lu f- 113 2 [2:5=3,, #4 - cq U) f.- < 3'-Y MIN. < [2422j_ #4 < OREAKOYER LINE---L #4 #6 (TYP.) #e (TYP. iv I- CHAMFER (TYP.) #a (TYP.) [El ZIE 5ECTION �DV3 �19V5 PIPE 5HELF 13LOCKour &OCKOUT GEOMETRY 3'-0" ELEY. 22.50 --------- -- 2 r, 21 - ] #5 (TYP.) 2 22 i #5 (TYP.) 20"o 5LOCKOUT FOP, 5"o PIPE 30'ff 13LOCKOUT FOR 18 "o PIPE EL. 15.50 ELEY. 15.0 00T. OF I3LOCKOur5 ELEV. 13,53 X CLR. (rYP.)-/' 5OUrH ELEVAT ION rF'� PY31 1 #B AND Ll] #6 - 63 5PA 0 6' = 31'-6" N.F. L3J #e AND L33 1 #5 - 63 5PA 0 6" = 31'-6- F.F. ALSO (TYP.) BETWEEN COYER5 1-6 EL. 22.50 EL. 13.&3 EL. 22.50 * Lu 12 EL, 13.53 -0.05'IFTA,_ 12 1 #5 130T., 14 #5 TOP -4- FILLET (TYP.) 23 5PA 0 6" ii' -6" SECTION _ K_E E �Dv,� 11V_3 35 - #4 2'-0" 1 r5"ff 5YPA55 PIPE &"o OYPA55 PIPE , vL4Jf 05'.p EL. 15.90 2j25:3:] #4 #4 [2�2 - #4 & [�43 #4 3 5PA 0 Al5r. 65/a" = I 3 E C -r 10 IN X 3 E C -r 10 N K_Y_'� OYPA55 BENCH 5UPPORT CHAMFER 7 CHAMBER 7 #6 - 459 SPA 0 00" = 229'-0' N.F. Y I EL. 22,50 ---------------- lcq LEFT WALL ELEVATION FAR FACE 5HOWN 3:, 6 , 3, �32 i #6 - 10 5PA 0 6" = -0" NF 4 FF 11'3,31� #6 - 11 5PA 0 05' NF & FF & 201, #4 5TIRR. - 10 5PA 0 6" = 5'-0" & 1011 #4 5rIRR. - 11 5PA 0 6" = 6-45" & L2202 #4 - ro 5PA 9P 10- = 6-0- & L102j, #4 - ro 5PA 9 11" = 5'-0' (TYP.) 0 COYER5 1-6 ro if CONSTRUCTION JOINT W1 ROUGHENED SURFACE ------- EL. 22.50 - ----------- - --------- ------- 3-1 1 #0 - 62 5PA La 6" 311-0" MF. AND F AND 1 33 #5 - 62 SPA 0 6' 31'-0' F.F. RIGHT WALL ELEVATION Bridge Design Engr. Stoddard, P9 M:\Z-Team\SR167 VAULT\VAULT ADDENDUM 4\window tiles\SECTIONS & DRAIN DETAIL.WND BRIDGE AND STRUCTURI OFFICE 9_pe,vew zeldenrust, RP STATE FED. AID PROJ. NCI. Designed By Olson, DE 7T-0-705 10 WASH. JOB NwBw APPD Owcked By Brown, NS 10/05 Detallect By Puryear,D. 10/05 Brklge Pro)ects &w. IweWiS, RA o-ol PreWn. Men By I Z, 7.," r1r,"Ieltil m&f P�F,% Pro A­1c.x. 1 r DATE s REVISION !BY EL. 11.55 sI at 4 EL. 11,55 6LOCKOUT OLOCKOLIT 3*-0" ELEV. 22.50 ------------- L, 2 [22:] #5 (TYP.)--" L 2 2=1 #5 (TYP-) 30"o OLOCKOUT FOR WO PIPE 20"o 5LOCKOUr FOR 5"o PIPE EL. 15.50 I 130T. t3LOCXOUT3 ELEY. 12.72 ------ ELEV. 11.55 4 3LCI #5 cur 5AK N097-H ELEVATIONI,'�C. iFTLR, 9 LOCK OUTS z Gd 5M 0-BOLT wl $�"ff ROD (GALV.) COVER BAR 'lax - 0'-5' wl 'A� 'IC R= 314 0 HOLE5 (A57-M A30) cq #6 TOP & 501. EA. WAY 131 '177t" 4;' #5 4'-10" PEI Ai ryp 5EE BOTTOM EI?( COVER ANGLE PE LU C5 ,�—RECE55EV LIFT HOO T1T- 5EE DETAIL /A —FT50--11 #5 (rYP.) 1 1 I> (TYP-) 5EE R15ER EDGE 5EAT ANGLE DETAIL gsiE '5'K' PV3 O 102J1 #4 1 101 1 #4 57IRR. ELEY. 22.50 I =64 #5 Bndge Design Engr. Stoddard, RB Supervisor zeldenrust, RP Designed By Olson, DE a-,ecked By Brown, NS Detailed By Puryear,D. Bridge Projects Eogr. LeWiS, RA Preim Plan By Archtect/Spewfist T., J- 3114:115:29 2006 ACCE55 7 COVED PLAN REINF. OYMMETRICAL ABOUT COVER �'r, -------------- #0 4- 5EE OETAIL5 ABOVE FOR COVER REINF. ro- (rYP.) I 11 1, 1 1'( —X 1 ")Or Y ----------------------- #4 (TYP.) 3=31, #6 ------------------------- ------- ACCE55 7 COVEK CL190 SECTION (CONCRETE COVER NOT SHOWN FOR CLARITY) * CON5TRUCTION JOINT W1 ROUGHENED 5URFACE fAULT\VAULT ADDENDUM 4\window files\ACCESS HATCH.WND vECOre TE FED. AID PROS. NO. mo. JOB NIJINSER 05AO31 call". Vol R--Vis:ON COVER El O1 #4 57-IRK. IN CEILING 5LA8 2 [jbb] #0 IN CEILING 5LA13 raft]"RAM ACCE55 7 01MEN51ON65HOWN ACCE55 1 THRU 0 = 4'-4" x 3'-6" COVER -fill 3 EQ, 5PA 61, Vry—pr (Tyr.) I zz ul Fl t�� ACCE53 7 OIMENO!ONS 5HOWN ACCE55 I 'rHRU 0 = 4'-2' x 3'-6" ANOLE5 TO BE GALVANIZED PER AA5HTO M 111 BRIDE F02 A 'YP. OPENING 4'-0" x333 I #0 (TYP, P.) 10311 #4 4 1 #4 (TYP.) — [jO12] #4 #4 5TIRR. SECTION IY COVED 915EP 5ECTIONrX--� SIR 167 15TH ST SW TO S 180TH ST AND as ngton State STAGE 3 STRUCTURES Department of Transportation ML Of OFFICE CONCRETE COVER PEIWL-03 F _- 7— -,—f 7 7; #4 f?V7 294 OF 861 0 1. 0 j 206 201 11-01� 0'r f I t ANCHORS 3 Ea, 5PA. i G" i (TYP.) 0 E C T 10 N ('A-"� 5EE VAULT 5' PETAIL5 THIS , 4 AN ITYPT Brege E—,,r Ka,!lur, I M \7 -7eam\5 R--'-57 VA'-,;-T\" r"dow e'-\',TS Al i s e n r ust, Z e BY DE 09/05 io By Brown, NS 10/05 i P 7 orye -,r,D..l0lsor,;Mi0S t j 2L STPRRt F-roij #,5 IN CEILING 31. — —A Akl�-IC n=l'Afl 5 E C T 10 N rt-3'� -K�ET STD. LJ-BOLT wl W'g 900 (GALV.) COVER A5" LAR Y2 x 0'-3" wl 0 K=13/4' 4 -114 `�O HOXE5 (A5TM A36) I 112 #O-LONGIT. TOP & BOT. 1 114 #0 TKAN5V. TOP & 50T. 1v wv --- --- a ---- V , "4' 150 1 #5 0 E 7- A /L A 3" (TYP) #0 2 5PA K'13EiZ Ole Lu #4 #4 IN CEILING SLAB 5EE BOTTOM "00E COVER ANGLE DETAIL BR. 3HT, PV7 RECE55ED LIFT HOOK5 SEE DETAIL /- M','—C E z5 5 1 T HJI �d or C 0 V E P P I AN KEWF. 5YtAMETRICA• A-900T !--OYEK l'5 AND t"� washington State R U- T U Departmontv-,f Trransc-*nation b L 6 -1 1 C) N f L) INLET K15ER 5ECT10N ____ V A U L T 5T E-- P CAF T A I L 5 SMOOTH '= &VAN;ZE J PEK Aly,,r ,—,C M 1H \ \i SR 167 F 15TH ST S�Af TO S 180TI S, I #4 #4 IN CEILING SLAB 5EE BOTTOM "00E COVER ANGLE DETAIL BR. 3HT, PV7 RECE55ED LIFT HOOK5 SEE DETAIL /- M','—C E z5 5 1 T HJI �d or C 0 V E P P I AN KEWF. 5YtAMETRICA• A-900T !--OYEK l'5 AND t"� washington State R U- T U Departmontv-,f Trransc-*nation b L 6 -1 1 C) N f L) INLET K15ER 5ECT10N ____ V A U L T 5T E-- P CAF T A I L 5 SMOOTH '= &VAN;ZE PEK Aly,,r ,—,C M 1H SR 167 F 15TH ST S�Af TO S 180TI S, I STAGE 3 lr�l I 296