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CV T M W C0 Washington State O Vr Department of Transportation As Built Cover Sheet LU Instructions: Enter all available data. Attach cover sheet to accompanying documentation and submit to: Department of Transportation Engineering Records 310 Maple Park Ave SE, Olympia, WA 98501 PO Box 47409, Olympia, WA 98504-7409 E-Mail: recimages@wsdot.wa.gov General Data Contract No. County KING COUNTY Federal Aid Number C8811 N/A Contract Title 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR (DESIGN -BUILD PROJECT) Region Contractor Name NORTHWEST ATKINSON L No. Job No./EBASE/PS&E Number XL4282 Beginning Township Beginning Range Beginning Section 22N 4E 18 Sundry Site No. Date Work Began (MM/DD/YY) Physical Completion Date (MM/DDNY) 06/02/2016 - AWARDED Project Engineer Region Transportation Engineer CHUN-HO CHEN LORENA ENG WSF Data Terminal Name Vessel Name N/A N/A Hiahwav Data SR No. 405 & 167 Highway Also Known As Construction Length 6.55 Mile(s) Beginning Milepost SR167 MP 21.35 Ending Milepost SR167 MP 26.26 1-405 MP 2.32 El A E113 1 1-405 MP 3.96 ❑ A El B Bridge Data Facilities Data Bridge No. Structure ID FCR No. N/A N/A N/A General Notes / Comments Date Transmitted to Records No. of Images/Sheets Services (MM/DD/YY) I Processed DOT Form 722-025 EF Revised 01 /2014 R-381201 0 1-405/SR167 Interchange Direct Connector w I— Design Build Project 1-405 MP 2.30 to MP 3.96 SR 167 MP 21.35 to 26.26 AS -BUILT PLANS I certify that the As -Built Plans followed the processes of the project Quality Management Plan to reflect all changes and corrections made during construction. W. 12/02/202 �� > 21882 �GISTER�' IQNAL See each individual As -Built sheet in the attached set for seal and signature of applicable Engineer of Record. R-381202 N 00 CM O Lu INDEX SHEET NO. PLAN REFERENCE NO. TITLE VOLUME 1 1 - 5 IN01 - IN05 INDEX 6 VM01 VICINITY MAP 7 VM02 VICINITY MAP 8 RS01 ROADWAY SECTIONS S. 14TH STREET 9 - 54 RS02 - RS25, RS30 - RS51 ROADWAY SECTIONS 55 RS52 ROADWAY SECTIONS SR 515 (TALBOT RD S) 56 - 57 RS53, RS54 ROADWAY SECTIONS E VALLEY RD & SW 19TH ST I/S RS26 - RS29 SHEETS NOT USED - ROADWAY SECTIONS 58 - 68 CGO1 - CG06A CONTOUR GRADING 69 - 88 AL01 - AL20 ALIGNMENT PLANS 89 SPNO1 SITE PREPARATION NOTES 90 - 109 SP01 - SP20 SITE PREPARATION PLAN 110 - 111 SPD01 - SPD02 SITE PREPARATION DETAIL - SR 515 (TALBOT RD S) 112 SPD03 SITE PREPARATION DETAIL - E VALLEY RD & SW 19TH ST I/S 113 - 148 PR01 - PR36 ROADWAY PROFILE & SUPERELEVATION VOLUME 2 148A - 148E IN01 - IN05 INDEX 149 - 160 DR02, DR05 - DR14 DRAINAGE PLAN DR01, DR03, DR04 SHEETS NOT USED -DRAINAGE PLANS 161 - 186 DP01 - DP13, DPI - DP25 DRAINAGE PROFILES DP14 SHEETS NOT USED -DRAINAGE PROFILES 187 - 193 DP50 - DP56 DRAIN PIPE PROFILES 194 - 195 DP141, DP142 14TH ST DRAINAGE PROFILES 196 DH01 DRAINAGE DITCH PROFILE 197 - 208 DD01 - DD06, DD08, DD09 DD13, DD14, DD92, DD145A DRAINAGE DETAILS DD07, DD10, DD11 SHEETS NOT USED -DRAINAGE DETAILS 209 DD10A POND S2.2 DETAIL PLAN 210 DD10B POND S2.2 SECTIONS AND DETAILS 211 DD10C POND S2.2 DETAILS 212 DD11A POND S2.3 DETAIL PLAN 213 DD11B POND S2.3 SECTION AND DETAILS 214 DD12 MODIFIED MFD EXPANSION DETAIL W%m mu 215 DD20 CABS DETAIL DR10-7 f INDEX (CONY.) SHEET NO. PLAN REFERENCE NO. TITLE 216 DD21 CABS DETAIL DR10A-5 217 DD22 CABS DETAIL DR12-28 218 - 221 DD30 - DD33 DRAINAGE PLAN ENLARGEMENT 222 - 225 DD76 - DD79 STREAM RESTORATION PLAN AND PROFILE 226 - 236 DD80 - DD86A, DD89 - DD91 STREAM RESTORATION DETAILS 237 DD87 LWD BRUSH PILE DETAILS 238 DD88 LWD BRUSH PILE AND BANK PROTECTION DETAILS 239 - 243 DD141 - DD145 DRAINAGE DETAIL - S. 14TH STREET 244 - 247 UTDO1 - UTD04 UTILITY DETAIL S. 14TH STREET WATER 248 - 249 UTD04A, UTD04B 14TH ST WATER PROFILE 250 UTD05 WATER DETAIL PLAN 16" AND 12" WATER MAIN RELOCATION 251 UTD06 WATER DETAIL PLAN 16" WATER MAIN RELOCATION PROFILE 252 UTD07 WATER DETAIL PLAN 12" WATER MAIN RELOCATION PROFILE 253 - 257 UTD07A - UTD11 WATER DETAILS 258 - 259 UTD12, UTD13 UTILITY DETAILS 260 UTD14 WATER DETAIL PLAN - TALBOT ROAD FIRE HYDRANT RELOCATION 261 - 263 LSO - LSOB LANDSCAPE DETAILS 264 - 279 LS01 - LS15, LS20 LANDSCAPING PLAN LS16 -LS19 SHEETS NOT USED -LANDSCAPE 280 - 286 LS30 - LS36 STREAM RESTORATION LANDSCAPE PLAN 287 - 290 LD01 - LD04 LANDSCAPE DETAILS VOLUME 3 290A - 290E IN01 - IN05 INDEX 291 - 315 PV01 - PV20 PAVING AND BARRIER PLAN 316 - 329 PV21 - PV34 PAVING PLAN, 330 - 333 PVD01 - PVD04 PAVING DETAIL - S. 14TH STREET \ 334 - 335 PVD02A, PVD03A S. 14TH ST. INTERSECTION DETAILS 336 PVD05 CITY OF RENTON BOLLARD DETAIL 337 PVD06 PAVING DETAIL - MEDIAN SIGN BRIDGE 338 PVD07 PAVING DETAIL - E VALLEY RD & SW 19TH ST I/S 339 - 348 PVD08 - PVD18 PAVING DETAIL -GORE AREA PVD16, PVD19 SHEETS NOT USED -PAVING DETAIL 349 - 351 PVD20, PVD22, PVD26 PAVING DETAIL - ITS MAINTENANCE ACCESS ROAD 352 PVD21 PAVING DETAIL - MAINTENANCE TURN AROUND 353 PVD23 PAVING DETAIL - ITS MAINTENANCE ACCESS PULLOUT 354 PVD24 FENCE DETAIL 355 PVD25 PAVING DETAIL SAWCUT TABULATION 356 PVD27 PAVING DETAIL - PCCP PANEL REPLACEMENT 357 - 358 PVD28 - PVD29 PAVING DETAIL - SR 515 (TALBOT RD S) FILE NAME c:lpwworkingknai\conradcsld0321992IC8811_PS_IN01.dgn TIME 8:55:23 AM RE'GO N STATE FED.AID PROJ.NO. DATE 6/24/2020 10 WAS HI PLOTTED BY conradcs DESIGNED BY C. CONRAD JOB NUMBER ENTERED BY C. CONRAD REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 05/08/20 CONTRACT NO. C8811 LOCATION NO. P.E. STAMP PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 04/10/20 REGIONAL ADM. L. ENG REVISION DATE BY DATE BOX I_ Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE IN01 DIRECT CONNECTOR SHEET 1 OF 88 INDEX SHEETS N 00 CM O Lu INDEX SHEET NO. PLAN REFERENCE NO. TITLE 359 - 363 PVD30 - PVD34 PLANING DETAIL 364 PVD35 PAVING DETAIL - E VALLEY RD CURB RAMP 365 - 397 MK01 - MK15, MK21 - MK34 PAVEMENT MARKING PLAN MK16 - MK20 SHEETS NOT USED - PAVEMENT MARKING PLAN 398 MKD01 MARKING DETAIL - GUIDEPOSTS/DELINEATORS 399 - 400 MKD02, MKD03 PAVEMENT MARKING DETAIL - SR 515 (TALBOT RD S) 401 MKD04 PAVEMENT MARKING DETAIL - E VALLEY RD & SW 19TH ST I/S 402 ST01 TALBOT ANCHORED SLOPE LAYOUT 403 ST02 TALBOT ANCHORED SLOPE DETAIL 1 404 ST03 TALBOT ANCHORED SLOPE DETAIL 2 405 ST04 TALBOT ANCHORED SLOPE DETAIL 3 406 ST05 TALBOT ANCHORED SLOPE DETAIL 4 407 ST06 GRADE SEPARATED BARRIER PRECAST 408 ST07 GRADE SEPARATED BARRIER CAST IN PLACE 409 ST08 GRADE SEPARATED BARRIER LIGHT STANDARD FOUNDATION 410 ST09 TYPICAL RETAINING BARRIER PRECAST 411 ST10 TYPICAL RETAINING BARRIER CAST -IN -PLACE 412 ST11 515-N RETAINING BARRIER PRECAST 413 ST12 515-N RETAINING BARRIER CAST -IN -PLACE 414 ST13 515-N RETAINING BARRIER DETAILS 415 - 416 ST14, ST14A BARRIER TRANSITION - SB405-SB BARRIER NEAR SIGN BRIDGE 10 417 ST15 DC-F MEDIAN BARRIER LIGHT FOUNDATION ON GEOFOAM 418 ST16 BARRIER TRANSITION TYPE 2 TO H.P. SINGLE SLOPE 419 ST17 CIP BARRIER TRANSITION GRADE SEPARATED TRANSITION BARRIER 420 ST18 ARCHITECTURAL MODIFICATION TO STANDARD H.P. BARRIER 421 ST19 TRAFFIC BARRIER TYPICAL CONNECTION DETAILS ST20 SHEET NOT USED 422 ST21 SEW MOMENT SLAB BARRIER TYPICAL SECTION 423 - 426 ST22 - ST25 SEW MOMENT SLAB BARRIER DETAILS 427 ST26 NB405 AT -GRADE MOMENT SLAB BARRIER 428 ST27 N167-N AT -GRADE MOMENT SLAB BARRIER 429 ST28 GEOFOAM WALL MOMENT SLAB BARRIER - TYPICAL SECTION 430 - 432 ST29 - ST31 GEOFOAM WALL MOMENT SLAB BARRIER DETAILS 433 RW01 RETAINING WALL & NOISE WALL KEY PLAN 434 RW02 LANDSCAPE ECOLOGY BLOCK WALLS 435 RW03 RETAINING WALLS GENERAL NOTES AND LEGEND 436 RW04 RETAINING WALL 279R PLAN & ELEVATION 437 RW05 RETAINING WALL 279R TYPICAL SECTIONS 438 RW06 RETAINING WALL 279R DETAILS 1 439 RW07 RETAINING WALL 279R DETAILS 2 ) Bulu- FILE NAME c:lpwworkinglnahconradcsld0321 TIME 9:00:43 AM DATE 612412020 PLOTTED BY conradcs DESIGNED BY C. CONRAD ENTERED BY C. CONRAD R CHECKED BY A. SCHMIDTMAN R PROJ. ENGR. C. CHEN R REGIONAL ADM. L. ENG REGION I STATE I FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER V - RCLCAACU rum %,vNa i RUI+ I IuN volAwLV B -FINAL REVIEW 95/08/20 CONTRACT NO. LOCATION NO. A -PRELIMINARY REVIEW 04/10/20 C8811 REVISION DATE BY INDEX (CONY.) SHEET NO. PLAN REFERENCE NO. TITLE 440 RW08 RETAINING WALL 282L PLAN & ELEVATION 441 RW09 RETAINING WALL 282L TYPICAL SECTION 442 RW10 RETAINING WALL 282L DETAILS 443 RW11 RETAINING WALL 282L NOT USED 444 RW12 SB TALBOT RETAINING WALLS PLAN & ELEVATIONS 445 RW13 NB TALBOT RETAINING WALLS PLAN & ELEVATIONS 446 RW14 TALBOT RETAINING WALLS TYPICAL SECTIONS 1 447 RW15 TALBOT RETAINING WALLS TYPICAL SECTIONS 2 448 RW16 RETAINING WALL 257L PLAN & ELEVATION 1 449 RW17 RETAINING WALL 257L PLAN & ELEVATION 2 450 RW18 RETAINING WALL 257L PLAN & ELEVATION 3 451 RW19 RETAINING WALL 257R PLAN & ELEVATION 1 452 RW20 RETAINING WALL 257R PLAN & ELEVATION 2 453 RW21 RETAINING WALL 257R PLAN & ELEVATION 3 454 RW22 RETAINING WALL 257M PLAN & ELEVATION 455 RW23 RETAINING WALLS 257L AND 257R TYPICAL SECTIONS 1 456 RW24 RETAINING WALLS 257L AND 257R TYPICAL SECTIONS 2 457 RW25 RETAINING WALLS 257L AND 257R TYPICAL SECTIONS 3 458 RW26 RETAINING WALL 257M TYPICAL SECTION 459 RW27 RETAINING WALLS 257L, 257R & 257M DETAILS 1 460 RW27A RETAINING WALLS 257L, 257R & 257M DETAILS 2 461 RW28 RETAINING WALL 2596L PLAN & ELEVATION 1 462 RW29 RETAINING WALL 2596L PLAN & ELEVATION 2 463 RW30 RETAINING WALL 2596L PLAN & ELEVATION 3 464 RW31 RETAINING WALL 2596R PLAN & ELEVATION 1 465 RW32 RETAINING WALL 2596R PLAN & ELEVATION 2 466 RW33 RETAINING WALL 2596R PLAN & ELEVATION 3 467 RW34 RETAINING WALLS 2596L & 2596R TYPICAL SECTIONS 1 468 RW35 RETAINING WALLS 2596L & 2596R TYPICAL SECTIONS 2 469 RW36 RETAINING WALLS 2596L & 2596R TYPICAL SECTIONS 3 470 RW37 RETAINING WALLS 2596L & 2596R DETAILS 1 471 RW37A RETAINING WALLS 2596L & 2596R DETAILS 2 472 RW38 RETAINING WALLS 2596L & 2596R DETAILS 3 473 RW39 RETAINING WALLS 2596L & 2596R DETAILS 4 474 RW40 RETAINING WALLS 2596L & 2596R DETAILS 5 475 RW41 RETAINING WALLS 2596L & 2596R DETAILS 6 476 RW41A RETAINING WALLS 2596L & 2596R DETAILS 7 477 RW42 RETAINING WALLS 257L, 257R, 2596L & 2596R - CIP CONCRETE WALL DETAILS 478 RW42A RETAINING WALLS 257L, 257R, 2596L & 2596R - CIP CONCRETE WALL DRAINAGE DETAILS 479 RW43 RETAINING WALL 4080A PLAN & ELEVATION 480 RW44 RETAINING WALL 4080A TYPICAL SECTION 481 - 484 NW01 - NW04 NOISE WALL EAST 5 GENERAL PLAN 485 - 490 NW05 - NW10 NOISE WALL EAST 5 PLAN AND ELEVATION 491 - 496 NW11 - NW16 NOISE WALL EAST 5 DETAILS P.E. STAMP DATE BOX Almok I_ Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE IN02 DIRECT CONNECTOR SHEET 2 OF 88 INDEX SHEETS N 00 CM O Lu INDEX SHEET NO. PLAN REFERENCE NO. TITLE VOLUME 4 496A - 496E IN01 - IN05 INDEX 497 ILN01 ABBREVIATIONS, LEGEND, GENERAL NOTES 498 ILN02 ILLUMINATION SCHEDULES 499 ILN03 ILLUMINATION CONSTRUCTION NOTES 500 - 501 ILN04, ILN05 ILLUMINATION WIRE NOTES 502 - 522 IL01 - IL20 ILLUMINATION PLAN 523 ILD01 ILLUMINATION NOTES AND SCHEDULES S 14TH STREET 524 - 525 ILD02, ILD03 ILLUMINATION PLAN - S 14TH STREET ILD04 SHEET NOT USED 526 ILD05 ILLUMINATION DETAILS 527 - 531 ILD06 - ILD09, ILD11 SERVICE WIRING DIAGRAM 532 ILD10 SERVICE PANEL SCHEDULE 533 ILD12 UNCTION BOX SCHEDULE 534 - 535 ILD13, ILD14 ELECTRICAL CABINET FOUNDATION DETAILS 536 TN01 ITS AND TOLLING ABBREVIATIONS, LEGEND, GENERAL NOTES 537 - 538 TN02, TN03 ITS AND TOLLING CONSTRUCTION NOTES TN04 SHEET NOT USED 539 - 542 TN05 - TN08 ITS AND TOLLING WIRE NOTES 543 - 562 TS01 - TS20 ITS AND TOLLING PLAN 563 - 569 TSD01 - TSD07 DISTRIBUTION DIAGRAM 570 - 576 TSD08 - TSD14 NETWORK DIAGRAM 577 TSD15 RENTON FTC DETAILS TSD16 SHEET NOT USED 578 TSD17 ITS MAINLINE CONDUIT TRENCH DETAIL 579 - 581 TSD18 - TSD20 ITS MODEL 334 CABINET DETAILS 582 - 584 TSD21 - TSD23 ITS LOOP DETAILS 585 - 586 TSD24, TSD25 ITS LOOP TERMINATION SCHEDULES TSD26,TSD27 SHEETS NOT USED 587 TSD28 ADVANCE WARNING SIGN DETAILS 588 TSD29 RAMP METER POLE DETAILS 589 TSD30 TOLL SYSTEM LOOP LAYOUT DETAILS 590 TSD31 ITS CAMERA MOUNT DETAIL 591 TSD32 CAMERA CABINET DETAILS 592 TSD33 CAMERA POLE DETAILS TSD34 SHEET NOT USED 593 TSD35 VMS SIGN DETAILS 594 TSD36 VMS CABINET DETAILS 595 TSD37 ITS DIN RAIL BRACKET DETAILS 596 TSD38 ITS UNISTRUT DETAIL ITS TRANSFORMER DETAILS A 5% E3 597 TSD39 598-600 1 TSD40-TSD42 ITS BREAKER SCHEDULES INDEX (CONY.) SHEET NO. PLAN REFERENCE NO. TITLE 601 - 606 TSD43 - TSD47 ITS CABINET FOUNDATION DETAILS 607 - 609 TSD48 - TSD50 ITS CABINET PAD DETAIL 610 - 611 TSD51, TSD52 ITS VAULT DRAIN PIPE DETAILS 612 - 625 SS1 - SS14 SIGN SPECIFICATIONS 626 - 643 SN01 - SN18 SIGNING PLAN 644 - 653 SND01 - SND10 SIGN DETAILS SND11 -SND15 SHEETS NOT USED rkvL 654 - 656 SND16 - SND18 SIGN STRUCTURE DETAILS 657 SB01 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 1 658 SB02 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 2 659 SB03 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 3 660 SB04 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 4 661 SB05 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER 5 662 SB06 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 6 663 SB07 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 7 664 SB08 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER 8 665 SB09 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER 9 666 S1310 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 10 667 SBl l MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 11 668 SB12 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE 12 669 SB13 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER 13 670 SB14 MONOTUBE SIGN STRUCTURES -LAYOUT FUTURE TOLL GANTRY 1 FOUNDATION 671 SB15 MONOTUBE SIGN STRUCTURES -LAYOUT FUTURE TOLL GANTRY 2 FOUNDATION SB16 -SB20 SHEETS NOT USED 672 SB21 MONOTUBE SIGN STRUCTURES GENERAL NOTES 673 - 674 SB22, SB23 MONOTUBE SIGN STRUCTURES CANTILEVER STRUCTURAL DETAILS 675 - 676 SB24, SB25 MONOTUBE SIGN STRUCTURES 50' SPAN, DETAILS 677 - 678 SB26, SB27 MONOTUBE SIGN STRUCTURES 60'-75' SPAN, DETAILS 679 - 680 SB28, SB29 MONOTUBE SIGN STRUCTURES 75'-90' SPAN, DETAILS 681 - 682 SB30, SB31 MONOTUBE SIGN STRUCTURES 90'-105' SPAN, DETAILS 683 SB32 MONOTUBE SIGN STRUCTURES SMALL SIGN ATTACHMENT DETAILS SB33-SB40 SHEETS NOT USED 684 SB41 MONOTUBE SIGN STRUCTURES FOUNDATION TYPE 1 -SHAFT DETAILS 685 SB42 MONOTUBE SIGN STRUCTURES FOUNDATION TYPE 1 -CAP DETAILS 686 SB42A MONOTUBE SIGN STRUCTURES CANTILEVER 5 -CAP DETAILS 687 SB43 MONOTUBE SIGN STRUCTURES FOUNDATION DETAILS -BARRIER MOUNTED 688 SB44 MONOTUBE SIGNS -FOUNDATION DETAILS BARRIER MOUNTED -EXTENDED 689 SB45 MONOTUBE SIGN STRUCTURE -FOUNDATION DETAILS -BARRIER TRANSITION 690 SB46 MONOTUBE SIGN STRUCTURES FOUNDATION DETAILS -FUTURE TOLL GANTRY 1 SB47 - SB50 SHEETS NOT USED 691 SB51 BRIDGE MOUNTED SIGN BRACKET NO. 1 & 2 LAYOUT 692 SB52 BRIDGE MOUNTED SIGN BRACKET NO. 3 & 4 LAYOUT 693 SB53 BRIDGE MOUNTED SIGN BRACKET GEOMETRY - BRACKET NO. 1 FILE NAME c:lpwworkingknai\conradcsld0321992IC8811_PS_IN03.dgn TIME 9:04:09 AM RE'GO N STATE FED.AID PROJ.NO. DATE 612412020 10 WAS HI PLOTTED BY conradcs DESIGNED BY C. CONRAD JOB NUMBER ENTERED BY C. CONRAD REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 05/08/20 CONTRACT NO. C8811 LOCATION NO. P.E. STAMP BOX PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 04/10/20 REGIONAL ADM. L. ENG REVISION DATE BY DATE BOX Almilk I_ Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE IN03 DIRECT CONNECTOR SHEET 3 OF 88 INDEX SHEETS N 00 CM O Lu INDEX INDEX (CONT. rr R- 12 FILE NAME c:lpwworkingknai\conradcsld0321992IC8811_PS_IN04.dgn P.E. STAMP Box GATE P.E.STAMP Box GATE -" �I/ Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 9:06:51 AM REGION' STATE FED.AID PROJ.NO. PLAN REF NO IN04 DATE 6/24/2020 10 WAS PLOTTED BY conradcs DESIGNED By C. CONRAD JOB NUMBER SHEET o 887 SHEETS ENTERED BY C. CONRAD REV 0 -RELEASED FOR CONSTRUCTION 06124/20 CHECKED By A. SCHMIDTMAN REV B -FINAL REVIEW 05/08/20 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 04/10/20 INDEX REGIONAL ADM. L. ENG REVISION DATE BY SHEET NO. PLAN REFERENCE No. TITLE 694 SB54 BRIDGE MOUNTED SIGN BRACKET GEOMETRY -BRACKET NO. 2 695 SB55 BRIDGE MOUNTED SIGN BRACKET GEOMETRY -BRACKET N0. 3 696 SB56 BRIDGE MOUNTED SIGN BRACKET GEOMETRY -BRACKET NO. 4 697 - 700 SB57 - SB60 BRIDGE MOUNTED SIGN BRACKET DETAILS 701 SB61 BRIDGE MOUNTED SIGN BRACKET NO. S LAYOUT 702 SB62 BRIDGE MOUNTED SIGN BRACKET GEOMETRY -BRACKET NO. 5 VOLUME 5 702A - 702E IN01 - INOS INDEX 703 BT001 BRIDGE LAYOUT 704 BT002 GENERAL NOTES 705 BT003 FRP COLUMN STRENGTHENING 706 BT004 PIER 1 AND 4 GIRDER STOP AND SEAT EXTENSIONS 707 BT005 PIER 2 AND 3 CROSS BEAMS GIRDER STOP AND STRENGTHENING 708 BTOOSA PIER 2 AND 3 CROSS BEAMS REINFORCEMENT DETAILS 1 709 BT0056 PIER 2 AND 3 CROSS BEAMS REINFORCEMENT DETAILS 2 710 BT006 EXPANSION DINT REPLACEMENT 711 BT007 SLOPE BETWEEN NEW AND EXISTING TALBOT BRIDGE 712 BT101 BRIDGE LAYOUT 713 BT102 GENERAL NOTES 714 BT103 FORWARD COMPATIBILITY 715 BT104 FOUNDATION PLAN 716 BT105 DRILLED SHAFTS PIER 1 717 BT106 DRILLED SHAFTS PIER 2 718 BT107 PIER 1 PLAN AND ELEVATION 719 BT108 PIER 1 DETAILS 720 BT109 PIER 2 PLAN AND ELEVATION 721 BT110 PIER 2 DETAILS 722 BT111 PIER 1 AND 2 ARCHITECHURAL DETAILS 723 BT112 BEARING DETAILS 724 BT113 SUPERSTRUCTURE CONSTRUCTION SE UENCE 725 BT114 SUPERSTRUCTURE TYPICAL SECTION 726 BT115 FRAMING PLAN 727 - 731 BT116 - BT120 GIRDER DETAILS 732 BT121 END DIAPHRAGMS 733 BT122 PARTIAL DEPTH INTERMEDIATE DIAPHRAGMS 734 BT123 DECK REINFORCING BOTTOM MAT 735 BT124 DECK REINFORCING TOP MAT 736 BT125 DECK REINFORCING SECTION 737 - 740 BT126 - BT129 TRAFFIC BARRIER -SINGLE SLOPE 42" DETAILS 741 - 743 BT130 - BT132 BRIDGE APPROACH SLAB DETAILS 744 BT133 BAR LIST SHEET NO. PLAN REFERENCE No. TITLE 745 BT201 BRIDGE LAYOUT 746 BT202 GENERAL NOTES 747 BT203 FORWARD COMPATIBILITY 748 BT204 FOUNDATION PLAN 749 BT205 DRILLED SHAFTS PIER 1 750 BT206 DRILLED SHAFTS PIER 2 751 BT207 PIER 1 PLAN AND ELEVATION 752 BT208 PIER 1 DETAILS 753 BT208A PIER 1 DETAILS RFI0108 754 BT209 PIER 2 PLAN AND ELEVATION 755 BT210 PIER 2 DETAILS 756 BT211 PIER 1 AND 2 ARCHITECHURAL DETAILS 757 BT212 BEARING DETAILS 758 BT213 SUPERSTRUCTURE CONSTRUCTION SE UENCE 759 BT214 SUPERSTRUCTURE TYPICAL SECTION 760 BT215 FRAMING PLAN 761 - 765 BT216 - BT220 GIRDER DETAILS 766 BT221 END DIAPHRAGMS 767 BT222 PARTIAL DEPTH INTERMEDIATE DIAPHRAGMS 768 BT223 DECK REINFORCING BOTTOM MAT 769 BT224 DECK REINFORCING TOP MAT 770 BT225 DECK REINFORCING SECTION 771 - 774 BT226 - BT229 TRAFFIC BARRIER -SINGLE SLOPE 42" DETAILS 775 - 777 BT230 - BT232 BRIDGE APPROACH SLAB DETAILS 778 BT233 UTILITY HANGER DETAILS 779 BT234 BAR LIST 780 BF001 BRIDGE LAYOUT 1 781 BF002 BRIDGE LAYOUT 2 782 BF003 BRIDGE LAYOUT 3 It, 783 BF004 GENERAL NOTES AND GEOMETRY ' \ 784 BF005 TYPICAL SECTION 785 BF006 FOUNDATION PLAN 1 786 BF007 FOUNDATION PLAN 2 787 BF008 DRILLED SHAFTS TYPICAL DETAILS 788 BF009 DRILLED SHAFTS PIER 1 789 BF010 DRILLED SHAFTS PIER 2 790 BF011 DRILLED SHAFTS PIER 3 791 BF012 DRILLED SHAFTS PIER 4 792 BF013 DRILLED SHAFTS PIER 5 793 BF014 DRILLED SHAFTS PIER 6 794 BF015 DRILLED SHAFTS PIER 7 795 BF016 DRILLED SHAFTS PIER 8 N 00 CM O Lu FILE INDEX P.E. STAMP INDEX (CONT. 7 Mill Ar-9k AAW R- 12 PLAN REP -" I-405 / SR 167 INTERCHANGE IN05 �I/ DIRECT CONNECTOR State SHEET of Transportation o 887 INDEX SHEETS BOX GATE Washington Department P.E.STAMP Box GATE NAME c:lpwworkingknai\conradcsld0321992IC8811_PS_IN05.dgn TIME 9:10:04 AM REGION' STATE FED.AID PROJ.NO. NO DATE 6/24/2020 10 WAS JOB NUMBER PLOTTED BY conradcs FOR CONSTRUCTION 06124/20 DESIGNED By C. CONRAD ENTERED BY C. CONRAD REV 0 -RELEASED CHECKED By A. SCHMIDTMAN REV B -FINAL REVIEW REVIEW 05/08/20 04/10/20 DATE BY CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REGIONAL ADM. L. ENG REVISION SHEET NO. PLAN REFERENCE No. TITLE 796 BF017 DRILLED SHAFTS PIER 9 797 BF018 DRILLED SHAFTS PIER 10 798 BF019 DRILLED SHAFTS PIER 11 799 BF020 PIER 1 PLAN AND ELEVATIONS 800 - 801 BF021, BF022 PIER 1 SECTIONS AND DETAILS 802 BF023 PIER 12 PLAN AND ELEVATIONS 803 - 804 BF024, BF025 PIER 12 SECTIONS AND DETAILS 805 BF026 COLUMN GEOMETRY 806 BF027 COLUMN REINFORCING PIERS 2, 3, 10 & 11 (5' PINNED COLUMNS) 807 BF028 COLUMN REINFORCING PIERS 4 TO 8 (5' FIXED COLUMNS) 808 BF029 COLUMN REINFORCING PIER 9 (6' PINNED COLUMNS) 809 BF030 COLUMN PIPE PINS 810 BF031 SHEET NOT USED 811 BF032 CROSS BEAMS -TYPICAL GEOMETRY AND PIGMENTED SEALER 812 BF033 CROSS BEAM -PIER 2 PLAN AND ELEVATION 813 BF034 CROSS BEAM -PIER 2 SECTIONS AND DETAILS 814 BF035 CROSS BEAM -PIER 3 PLAN AND ELEVATION 815 - 816 BF036, BF037 CROSS BEAM -PIER 3 SECTIONS AND DETAILS 817 - 818 BF038, BF039 CROSS BEAM -PIER 3PQST-TENSIONING DETAILS 819 BF040 CROSS BEAM -PIER 4 PLAN AND ELEVATION 820 - 821 BF041, BF042 CROSS BEAM -PIER 4 SECTIONS AND DETAILS 822 BF043 CROSS BEAM -PIER 5 PLAN AND ELEVATION 823 - 824 BF044, BF045 CROSS BEAM -PIER 5 SECTIONS AND DETAILS 825 BF046 CROSS BEAM -PIER 6 PLAN AND ELEVATION 826 - 827 BF047, BF048 CROSS BEAM -PIER 6 SECTIONS AND DETAILS 828 BF049 CROSS BEAM -PIER 7 PLAN AND ELEVATION 829 - 830 BF050, BF051 CROSS BEAM -PIER 7 SECTIONS AND DETAILS 831 BF052 CROSS BEAM -PIER 8 PLAN AND ELEVATION 832 - 833 BF053, BF054 CROSS BEAM -PIER 8 SECTIONS AND DETAILS 834 BF055 CROSS BEAM -PIER 9 PLAN AND ELEVATION 835 - 836 BF056, BF057 CROSS BEAM -PIER 9 SECTIONS AND DETAILS 837 - 838 BF058, BF059 CROSS BEAM -PIER 9PQST-TENSIONING DETAILS 839 BF060 CROSS BEAM -PIER 10 PLAN AND ELEVATION 840 - 841 BF061, BF062 CROSS BEAM -PIER 10 SECTIONS AND DETAILS 842 - 843 BF063, BF064 CROSS BEAM -PIER 10 POST -TENSIONING DETAILS 844 BF065 CROSS BEAM -PIER 11 PLAN AND ELEVATION 845 BF066 CROSS BEAM -PIER 11 SECTIONS AND DETAILS 846 BF067 ELASTOMERIC BEARING DETAILS 847 BF068 SUPERSTRUCTURE CONSTRUCTION SE UENCE 848 BF069 FRAMING PLAN SPANS 1-4 849 BF070 FRAMING PLAN SPANS 5-8 850 BF071 FRAMING PLAN SPANS 9-11 851 - 855 BF072 - BF076 GIRDER DETAILS 856 BF077 END DIAPHRAGMS AT PIERS 1 AND 12 SHEET NO. PLAN REFERENCE No. TITLE 857 BF078 END DIAPHRAGMS AT PIERS 4 AND 8 858 BF079 PARTIAL DEPTH INTERMEDIATE DIAPHRAGM DETAILS 859 BF080 PLAN -BRIDGE DECK REINFORCING SPAN 1 860 BF081 PLAN -BRIDGE DECK REINFORCING SPAN 2 861 BF082 PLAN -BRIDGE DECK REINFORCING SPAN 3 862 BF083 PLAN -BRIDGE DECK REINFORCING SPAN 4 863 BF084 PLAN -BRIDGE DECK REINFORCING SPAN 5 864 BF085 PLAN -BRIDGE DECK REINFORCING SPAN 6 865 BF086 PLAN -BRIDGE DECK REINFORCING SPAN 7 866 BF087 PLAN -BRIDGE DECK REINFORCING SPAN 8 867 BF088 PLAN -BRIDGE DECK REINFORCING SPAN 9 868 BF089 PLAN -BRIDGE DECK REINFORCING SPAN 10 869 BF090 PLAN -BRIDGE DECK REINFORCING SPAN 11 870 BF091 DECK REINFORCING SECTION SPAN 1 - 3 871 BF092 DECK REINFORCING SECTION SPAN 4 - 7 872 BF093 DECK REINFORCING SECTION SPAN 8 - 11 873 BF094 DECK REINFORCING DETAILS 874 BF095 EXPANSION OINTS 875 - 877 BF096 - BF098 TRAFFIC BARRIER -SINGLE SLOPE 42" DETAILS 878 BF099 TRAFFIC BARRIER -MEDIAN 879 - 880 BF100 - BF101 BRIDGE APPROACH SLAB DETAILS 881 BF102 BRIDGE DRAINS -PIERS 1 AND 5 882 BF103 BRIDGE DRAINS -PIER 11 883 BF104 BRIDGE DRAIN PIPE SUPPORTS 884 - 887 BF105 - BF108 BAR LIST 4 N T 00 0 0 so sEoFG ol� �c��STH 1-405/SR 167 INTERCHANGE DIRECT CONNECTOR 6TH m D m I U) ro ( J- kAVE v x N 4TH AVE �y o m CENTRAL rm q�F VTRAL o /E m N S N = JAS0)N TGS AVE I N y as cn 94TH AVE S .-0 N .......................... 100TH AVE SE 10i 0 -I AVE SE `n 104TH AVE SE 6F S� N J BEGIN SB SR 167 P/ N SR 167 M.P.21.35 B167-A 10893+86.06 76TH AVE S .. .............. ...... 84TH AVE S N v N qE 8TH V STH AVE x m 2 N 108TH AVE SE 00 0 C31 (n � m 84TH x o )JECT) F- W W cn W NTO RENTON 75� LLI z J U F- Q 2 s -SUILT BENT 0 1000 2000 AS SCALE IN FEET R-3Ql2 FILE NAME c:\pwworking\nai\schmidal\d03219921CS811_DE_VM01.dgn TIME 2:42:40 PM REND N STATE FED.AID PROJ.NO. AdElkPLAN REF NO DATE 5/1512017 I-405 �I/ 10 WAS -" / SR 167 INTERCHANGE VM01 PLOTTED BY schmidal DIRECT CONNECTOR DESIGNED BY A. SCHMIDTMAN doe NUMBER Washington State SHEET ENTERED BY A. SCHMIDTMAN CHECKED BY P. CROWLEY REV 0 - RELEASED FOR CONSTRUCTION 05/15/17 CONTRACT NO. LOCATION NO. Department of Transportation OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY SUBMITTAL 04/28/17 887 REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP sox oaTE P.E. STAMP sox GATE VICINITY MAP SHEETS ��k% 1-405/SR 167 INTERCHANGE �2o DIRECT CONNECTOR FpFG 4� END SR 167 CONSTRUCTION R CONST�U � � SB167 252 08.70 6 CT�CN 1 BEGIN 1-405 CONSTRUCTION END SB SR 167 PAVER CONSTRUCTION NB167 351+95.90 o BRIDGE # 405/017PROJECT) I-405 M.P. 2.32 (NOT INCLUDEDBEGIN SR 167 CONS RUCTI NB405 1185+94.93 SR 1�6'f .P.24.80n SB405 1187+01.42 E16T1107 +06.m SrmbrC N--------------R 4 E----------------------- ------ -- P 9 ook Creek =---------------------------------------- - -- - --- ----------------------------------- ------ > R 5 E F. (D A W W < TO O ew W z Z W W Z —1 F_ a TALBOT RD S B l (SIGN KIRKLAN 520 405 - ------------ BELLEVUE SEATTLE 90 I O E VALLEY RD _J I �SR167 BRIDGE # 405/015 9 (SIGN BRACKET) P 30T RD S _ SR 167 / 1-405 INTERCHANGE 167/133 PRIDGE # 4051016 ICKET) JSEISMIC RETROFIT) SR OR S N D RAINIER AVE 5 5 S 0 N 0 RIVER 121 +s2.a ' R BRID E) w ;O N � Z BRIDGE # 4051011 _FTN N''. BRACKET) g�NSO /O Y MAIN AV S MI S VE S ' ?�D NB405 1209+35.34 S i OE SON (NEW BRIDGE) CEgAR AVE S BRIDGE # 405/017 RENTON AVENUE S (SIGN BRACKET) o FJ E # 4�5/018 BRIDG/ (NOT INCLUDED IN PROJECT) / END PROJECT LID — 1-405 M.P. 3.96 T ENB405 1272+82.10 /'/ ON 69 �dd •� 5 167 � 4 8 AS -BUILT KENT 0 1000 2000 w � o BRIDGE # 405/01 IGN BRACKET) `TO BB��B�uE BRIDGE # 405/021 ?� (NOT INCLUDED IN PROJE a n FILE NAME TIME c:\pwworking\nai\schmidal\d03219921C8811_DE_VM02.dgn 2:41,41 PM RENO N STATE FED.AID PROJ.NO.AlElk SCALE IN FEET R-3Ql2 PLAN REF NO DATE 5/1512017 10 WAS -" I-405 / SR 167 INTERCHANGE VM02 PLOTTED BY schmidal �I/ DIRECT CONNECTOR SHEET DESIGNED BY A. SCHMIDTMAN JOB NUMBER Washington State ENTERED BY A. SCHMIDTMAN 7 CHECKED By P. CROWLEY REV 0 - RELEASED FOR CONSTRUCTION 05/15/17 CONTRACT NO. LOCATION NO. Department of Transportation OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY SUBMITTAL 04/28/17 C8811 GATE GATE VICINITY MAP 887 SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX N �yT� W CM 0 I 0 Lu I - NOISE WALL E5 14ST I 3' 3' VAR. VAR. _ MAINTENANCE ACCESS EXISTING GROUND 6' VAR. 6'-13.2' 4 VAR. VARIES _ 0.35'/ PIVOT POINT 14ST ROADWAY SECTION A - 10+02.36 TO 14ST 10+34.88 RELOCATED WSDOT 67-N ROADWAY 3' I I 3' 4' ?•r 14ST L I 12' VAR. R/W INTENANCE ACCESS EXISTING j GROUND 6' I �VARIES� PROFILE AND �1,5 3' 1 1 3' 4' NOTES: 14ST 1. ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS. COURSES SHALL NOT EXCEED DEPTHS DEFINED I IN THE WSDOT STANDARD SPECIFICATIONS. 18' VAR. R/W 2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. EXISTING i � GROUND 3. SEE SITE PREPARATION PLANS FOR SAWCUT LIMITS. 4. SEE PVD01-PVD04 SHEETS FOR BARRIER AND CURB TYPES. 5. SEE PVD01-PVD04 SHEETS FOR PAVING AND BARRIER NOT INCLUDED WITHIN STATION RANGES. VARIES 6. CROSS SLOPE VARIES. SEE SUPERELEVATION DIAGRAM ON PR01-PR03 SHEETS. 0.50' �R�OUGH1.5' 7. SEE SHEETS PVD02A AND PVD03A FOR ADDITIONAL GRADING 2 uDING� oonou o n�.,, - ..r ���. INFORMATION. 14ST ROADWAY SECTION D - 14ST 15+12.08 TO 14ST 17+30.49 14ST 18+24.88 TO 14ST 20+03.19 14ST 21+02.86 TO 14ST 22+59.08 14ST 23+47.81 TO 14ST 23+99.76 3' 1 1 3' 4' 14ST L INTERSECTION THICKENED EDGE [%-u 5---------�/ /0.5' 14ST 16+30.00 TO 14ST 16+94.00 EXISTING GROUND SEE PAVING PLAN5 FOR DETAILS I I VAR. = 0.50'. VARIES VAR. EXISTING RIW 'MATCH EXISTIN EXISTING -. GROUND \ -l- -- - - - - - - - - - *CROSS SLOPE VARIES. MATCH EXISTING. VARIES 3 0... MI CROSS STREET SECTION A - +0.6 2 .7 WHIT +2 8 TO WHIT 1+47 63 PIVOT POINT **MORR 4+00.00 TO MORR 4+61.19 VARIES 3 *CROSS SLOPE VARIES AT CROSS STREETS. RELOCATED WSDOT 0.50' MI SEE SUPERELEVATION DIAGRAM FOR CROSS SLOPE. NOISE WALL ES 14ST ROADWAY SECTION E - 14ST 14+12.83 TO 14ST 15+12.08 (DAVIS AVENUE)** 14ST 14ST 17+30.49 TO 14ST 18+24.88 (SHATTUCK AVENUE)`* 14ST 20+03.19 TO 14ST 21+02.86 (WHITWORTH AVENUE)** I 14ST 22+59.08 TO 14ST 23+47.87 (MORRIS AVENUE)** E N167-N ROAD Y 3' 3' 4' 12' 1.5' MIN. RIW **INCLUDES BARRIER TERMINALS LEGEND SECTIONS MAINTENANCE 14ST ACCESS rL 6' I 6' i O1 HMA CL. 1l2 IN. PG 70-22 WEARING COURSE I EXISTING ?,r j 1.5:1 GROUND 12' O HMA CL. 1/2 IN. PG 64-22 LEVELING COURSE 2% � MAINTENANCE _________ ACCESS RIGHT OF WAY FENCE I O CRUSHED SURFACING BASE COURSE 0.35' PROFILE AND � 1.0' MIN. (SEE SHEET PV12 FOR 2' 8' 4' 2 PIVOT POINT LIMITS) \ � O4 COMMON BORROW INCLUDING HAUL _ _ I EXISTING GROUND - - - - - VARIES 3 ROUGH GRADING VAR._ O GUARDRAIL 0.35' MI (BY OTHERS) 14ST ROADWAY SECTION C - 14ST 10+80.00 TO 14ST 11+55.00 'L1 �\� O BARRIER ATKINSON �� 0.35' 2 PROFILE AND � \ ---- PIVOT POINT O7 EXTRUDED CURB VARIES 3 ROUGH GRADING 0.35' MI (BY OTHERS) O PCCP GRINDING AUG 0 5 2019 i iv 14ST ROADWAY SECTION F - 14ST 23+99.76 TO 14ST 25+62.26 O9 DOWEL BAR RETROFIT AS -BUILT RELEASED FOR CONSTRUCTION ,a RETAINING WALL (SEE WALL PLANS FOR DETCII -) R-3Ql21 FILE NAME c:lpwworkingknai\schmidalkd0321992IC8811_PS_RS01.dgn TIME 9:34:48 AM REGION'STATE FED.AID PROJ.NO. Py sr, PLAN REF NO DATE 6/6/2019 PLOTTED BY schmidal REV 2 - RF10358 06/05/19 10 was �� W AS��"� I-405 / SR 167 INTERCHANGE RS01 DESIGNED BY N. SCHRADER REV 1 - RF10103 08/08/17 JOB NUMBER DIRECT CONNECTOR Washington State SHEET ENTERED BY N. SCHRADER REV 0 - RELEASED FOR CONSTRUCTION 03/13/17 2F;,'' E,, , Rio 9 8 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. `.+,ONAL� � Department of Transportation 8OF 87 C8811 PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 ROADWAY SECTIONS S. 14TH STREET REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX DATE P.E. STAMP BOX DATE SHEETS 14ST ROADWAY SECTION B - 14ST 10+34.88 TO 14ST 10+80.00 14ST 11+55.00 TO 14ST 14+12.83 T 00 CM Lu SEC.19 T.23N. R.5E. W.M. CURVE DATA P.I. STATION DELTA RADIUS ITANGENT LENGTH S DESIGN SPEED MATCH LINE E167 11003+80.00 SEE SHEET AL20 NB405 1189+09.41 04°06'06" RT 3470.00' 124.25' 248.40' 4% 60 MPH NBCD 11+69.23 04°09'46" RT 4154.50' 150.98' 301.83' 2% 45 MPH E405 1180+36.88 I WN167 10+72.93 29°18'49" RT 300.00' 78.46' 153.49' 6% 20 MPH (275.35- LT) ` I j'1 -I I I WN167 13+22.30 96°43'23" RT 155.00' 174.34' 261.66' 10% 20 MPH I I l 4 N-N167 15+83.25 96°29'31" RT 155.00' 173.64' 261.04' 10% 20 MPH w SB405 1186+11.33 /0 W MP 2.32 _ _ "-- /j N-N167 300.00' 119.86' 820 MPH z' E167 11001+16.62 = V N167-N 22+92.39 43°51'44" RT 540.00, 217.42' 413.39' 10% 45 MPH MP 26'29 DC-F 40+84.24 80°37'07" RT 1063.00' 901.79' 1495.70' 7% 45 MPH tv NB405 1184+90.86 72.1T RT w i SB167 249+23.31 03°16'15" LT 4030.00' 115.06' 230.06' 2% 45 MPH SURVEY CONTROL POINT w x o GP17167-29 ; I _ NB 348+60.88 04°46'34" RT 4030.00' 168.07' 335.94' 2/0 45 MPH iv �- NB405 1185+01.03 NB405 1190+33.56 PT\ MP 2.32 = GENERAL NOTES: o+7s.21 � _ � � � '''(0 SB405 1191+08.61 AP - / / _ zi ___ �16�-.-'��� ---------------------- --- - 1. RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION 7 i� _-MB gR''- NB405 1189+09.41 PI ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT R l -- SB405 1183+43.06 LOCATION. E405 1183+00.00, 21.67 N 173743.39 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 2. SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. E 1297689.83 _ _ - --- --- -- -ti-'' -----Y' ----- - --------- -�'-"_- - ---'- -- S 405 I 3 -_ N 86°tg•32" E�9 5°5 '25" n .ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN x -- -------�„�__} _ _ REPLACED AT NO COST - --1185-` -- 1990- _ z TO THE CONTRACTING AGENCY. ------- ; ----- __- - __ -- --SB I-405 .F. ==-_ _S_89°35!w,i: m E405 1183+00.00 POE - - - ----- _ _ _ - - z -- - _ -- cu i -_--------- -------- ____ ___ - NBCD 11+69.23 PI a _ _. N-N167 _10+72.93 PI - _�- - o N 86°18'36" E NB 1-405 _ , 1F - - 89°3t'38" -E o - -- - E4S7=a 1M0+00.00 =- _ ". N-B6°50' E-------------- N - - - - _ - - I _ _ - - - - - - - 13+20.08 PT N167-N 22+92.39 PI 0 --------- -- "- NBCD NB167 352+56.71, 19.29' LT _ ----------- SB167 252+69.43, 7.05' RT- ' ? --- N-N167 11+47.95 PCC 0 N 173644.01 - w __-- 297954.31_ _ _ - - - N-N167 13+22.30 PI m --- - ----------------- WN167 9+94.47 POB/PC - ---------- NB405 1182+36.56 = -S = SB167 252+69.43 POE NBCD 10+56.26, 14.00' RT 63° E405 1183+00.00, 19.63' RT NBCD 10+18.24 PC S7p�� m N 173702.17 ; �F E 1297692.48 j; I N 86°78'36" E i ;' D j ; I w NBCD 10+00.00 POB = �� DC-F 40+84.24 PI ; N6405 1185+94.51, 38.30' RT BEARING IN N 00°30'S5" E I ; BEARING OUT N 81°08'02" E j jW IN I' B767 352+56.71 POE �`O �� I � I&I, ash i z N-N167 18+98.71 PT/POE % 'p IY' N6167 351+95.78, 12.00' RT E405 1180+23.48 �A lz MI �0 N 7°04'47" W / (355.59' RT) I I z R� I i� ✓� / N-N167 16+70.65 PCC�F *0 O z N-S167 19+07.00 POE = i; ) N 6 20+74.97 PC 67 249+65.16, 416.44' LT SB167 250+38 31 PT 6` _ j0, ; \ I -N167 14+09.61 PCC cm ------ �� �� ;;'� 28. 'PT WN167 17+90.51 PI B 5 1189+90.18 0� NB167 50 'O 4.98'RT) 'I -� JbIto pX I 3B jx n �80 • tie - I J•, \ `� 0 -- 0S ^� B405 1189+18.69 Q\ I x- -x- -x 7x SB167 249+23.31 PI �'`O �I 2486.50' RT) L E405 1181+39.21 I I y rl tV (472.29' RT) 1 RAW N-S167 16+48.96 PT p - x I x �' rnI 167 15+83.25 PI NB405 ;1188+37.7 �m 00 �p (549.52",RT) x z l NB167 34 60.88 PI ? , MATCH LINE NB167 348+00.00 SEE SHEET AL09 AS=BUILT 0 50 100 SCALE IN FEET R_ S21'�11 FILE NAME c:Ipwworkingknai\schmidal\d03219921CB811_PS_AL10.dgn �E SUM e� Fwas = _ �� 47018 0 S/ONAL GIsTERE ��� E� 2O P.E. STAMP BOX GATE GATE P.E. STAMP BOX Aloft MP Washington State 9 ortation Transportation of DepartmentP 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF No AL10 TIME 11:28:25 AM REV 4 - RFC RF10054 06/20/17 REGION' STATE FED.AID PROJ.NO. DATE 6/1612017 REV 3 - RFC RF10033 05/15/17 10 WAS PLOTTED BY schmidal REV 2 -RFC RF10011 04/04/17 DESIGNED BY A. SCHMIDTMAN REV 1 - RFC RF10004 02/17/17 JOB NUMBER SHEET 78 OF 887 SHEETS ENTERED BY A. KIRDAHY REV 0 - RELEASED FOR CONSTRUCTION 12/13/16 CHECKED BY P. CROWLEY REV B -FINAL REVIEW 11/15/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 ALIGNMENT PLAN REGIONAL ADM. L. ENG REVISION DATE BY N �yT� W CM i 0 i 0 Lu 10+00.00 POB = I I SB405-1193`67.39 \ (112.08' L -x- - SEC.19 T.23N. R.5E. W.M. SB405 1196+93.45 (82.23'LT) i-S13 10+00.00 POB = SB405-NB 13+31.24 PT/POE _ i 1194+46.82, 37.66' LT SB405-SB 12+69.58, 12.00' LT SB405 1201+64.66 SB405-NB 10+87.00 P I i 1 1 I I (69. 9' LT) _ / SB405 119T+54.71 SIB405 1201+6 .70 SB405-573 19+0 PC I �r I (73.00' LT) / /- _ (65^19�LT) -se4os-se i'z+3s34T �l� ' --`--, _�-I SB4 5 1201-152.76 (69.09' LT) 405 1201+52.79 SB405-NB 12+09.19 PI ,C 1 SB405 1197 50.9 PT (6 10' LT) ---- - --- SB405 1196+10.44 /--- SB405 1201+21.51 - .07 �-(68.90' LT) P.I. STATION DELTA RADIUS TANGENT I LENGTH S DESIGN SPEED N167-N 28+35.15 02°33'58" LT 4028.00' 90.22' 180.41' 2% 45 MPH N167-N 30+14.81 01°29'40" RT 6860.00' 89.47' 178.94' NC 45 MPH NBCD 18+05.19 10°42'07" LT 2120.00' 198.57' 395.98' 4% 45 MPH NBCD 21+21.73 01°21'47" RT 10015.04' 119.12' 238.24' NC 50 MPH NB405 1195+21.30 09°16'40" LT 3470.00' 281.56' 561.89' 4% 60 MPH SB405 1194+60.29 04°40'23" LT 7130.00' 290.93' 518.54' 2%(EXIST) 60 MPH .�2 SB405-SB 11+18.32 02°57'34" LT 4260.00' 110.04' 220.03' 2% 35 MPH SB405-NB 12+09.19 04°39'53" LT 3000.00' 122.19' 244.24' 2%(EXIST) 35 MPH SHAT 2+74.86 13°56'32" LT 50.00' 6.11' 12.17' NA NA 14ST 11+32.05 13°34'22" RT 156.00' 18.56' 36.96' 2% NA 5 TO SB S SB40S iT9't+T,9.36=PC- =_,=,_____ ---- B405-SB �5 N 81°19'01" E c--I W_ Z SB405 LINE ----- --- ------ "- 2 ' ------ SB 1-405 -"_" -- SB405-SB 17+T$32PI=-- --_____ -�'200N L 9,8 5°5925" E=__ ---- .�__�_�-_ __.-_ =_-_ _ _ - - 81°19'02.: E ----- --- _--------- ----- rn Lu rn -------- - _ NB405'1192+39.74 P ---------- - -------- -------------- ---- DO- 35a+eo ee ROB _ _ - ------------CD o _ - - - ----- ____D -F 46+78.16 S- 89-35.18, BC-F o3+0089 21.00 L� 53.----------0G-C A CD -- uoi ti E - o -- - - - ---- --- - rn �R167 TO N_ B I-40 DC-F LINE ---------------------- - --- E -- ---------------- - ----------N ------ PI - - - - - - - - - - - DO-F 53+00.00 POE - DC-D INE- + Ln n - - - - -- - 1 N8405_ 1i9fl+_01.63 PT N 81 °08'02" E o o----------- z _ -_-- ------- 89°31'38s co ---� NB SR1 ---- - ----�---- -------`-- ---�`-----------------------I--------N-84°08'02"-E--1 - -- - - _ - -- 0 � - - - - - � 67 TO NB 1-405-------------- rn u NBCD 6.63.P m Z - ----) - - - --R167-N LINE 25 N 79°46'15' E NiN767-N 30+14.81 PI -==-====- =-== =_ _____= N 82 12'20" E NBCD 20+02.61 PRC _ _Q c------------- -_ _---- - - -=- -� - --- - , .. - __ N167-N 24+88.37 PT ------------------------------ NBCD- `•` N767-N 28+35.15 PI -- - r N ' 1�167-N 33+y8.46� PC 14ST 11+32.05 PI / - - - - - - - N167-N 31+04.'28 'PT - - - N6405 1200+75.05 N76T;N 27+44.93-----------------N167-N.29+25.34 PRC ---- \- 1 1 - - - (167.87"RT) NB405 1190+66.92 i%'%'' i48T 1 +91.88 AP 14ST 70.42 = - IT 2+01 3 POE -" DAV 1+ 5.34- Ok_-- _ (332.7T RT) 14ST,11+50.44-PY � - _ - - -=x = _ 14S +62. AP 14ST 11+13.48 PC ` \ 14ST 15+32.82 AP __- _ NBCD 22+40.84 PTIPbE' = \ ✓ `i4ST :9 ;88.56 - NB405 1198+31.9412 ' RT "" SH #82.68-,POE - ' NB405 1198+21.61 \ x NB405 1197+ (204.16RT) 22' RT) W' 7 82°43' N 79°2 24" - I �01549 NB405 1194+27.37 Q 24024' RT) + 2.87 - _ NB40 1198+48.23 NB4 + 6.4/ 7 (260.24' RT) dfO �, t ( r (200.14' RT) (17 53' RT) i / NB405 1195+9Z'05 l ' : // _ NB 45 f198- 1..03 1200 8.6 1 N6405 1 4+26.90 -11 (247.01' RT) 8 B4b5 1192+20.63 j 405 1197 - 215 TEMPO (, 99;99' RT) (267.82' RT) - -x-x NB405 1195+90.4',I f .91' RT) I; NB405 1192+15.05 Q' (262.54'RT)-__ _ 6405 19i (290.93' RT) V h' N 40 11195+06.64'' _ - 405 NB405 1191+93.87 �; ( 09q RT) (295.26' RT) Q - - p N 405Y 1195+04.92 �. NB405 1191+15.59 NB405 1191+49.57 (2 4.3 'RT) (365.93' RT) (316.06' RT) J d N 01°04'44" E 01° 7" E 14ST 9+92.44 POB = TEMPORARY NB405 1190+64.33, 345.03'RT DAM 1+00.00 POB = CONSTRUCTION SHAT'0+9895 N 173399.33 NB405 1195+00.31, 299.00' RT EASEMENT NR405 1197+73.35, 395.25' RT E 1298516.47 N 173452.70 N 173389.22 E 1298975.04 E 1299283.88 FILE NAME c:kpwworkingknai\schmidalkd0321992IC8811_PS_AL11.dgn TIME 3:32:17 PM REGION'STATE FED.AID PROJ.NO. DATE 4/4/2017 10 WAS PLOTTED BY schmidal REV 2 -RFC RF10011 04/04/17 DESIGNED BY A. SCHMIDTMAN REV 1 - RFC RF10004 02117/17 JOB NUMBER ENTERED BY A. KIRDAHY REV 0 - RELEASED FOR CONSTRUCTION 12113/16 CHECKED BY P. CROWLEY REV B -FINAL REVIEW 11/15/16 CONTRACT NO. LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 C8811 REGIONAL ADM. L. ENG REVISION DATE BY + f t , ' h EASEN / W 18+06.8 MP 841 ��' NB405 121 (167.49' Rl ++80.91 P NB405 1200 SHAT 2 .86 PI -- (210.62' RT) / S +68. PC p N 03°23' 6" E WHIT 0+99.94 NB4051200+1 / SHAT 2+18.69 AP TEMPORARY N 173549.63 4 CONSTRUCTION E 1299552.68 EASEMENT DATE P.E. STAMP BOX GENERAL NOTES: 1. RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT LOCATION. 2. SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. 3. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST TO THE CONTRACTING AGENCY. llT�i to 9A� tisa 4tpe/ c� �0 AS -JILT CONSTRUCTION 62 278.05' RT 0 50 100 SCALE IN FEET AdElk MP Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE AL11 DIRECT CONNECTOR SHEET 79 OF 88 ALIGNMENT PLAN SHEETS SEC.19 T.23N. R.5E. W.M. CURVE DATA P.I. STATION DELTA RADIUS ITANGENT LENGTH S DESIGN SPEED \ J \ ' \ N167-N 37+93.88 15°47'51" LT 2994.24' 415.42' 825.56' 3% 45 MPH SB405 1207+94.52 o / .� SB405 1210+32.22 N167-N 44+43.97 13°51'34" LT 1974.24' 239.95' 477.55' 5/0 50 MPH (345.61'LT) ^ \\ \(�9,5.37'LT) / NB405 1207+38.92 22°45'12" LT 2727.00' 548.71' 1082.95' 5% 60 MPH SB405 % 1212+19.91 / o DC-D 158+69.24 12°12'39" LT 1830.00' 195.75' 390.01' S/o 50 MPH - (2Y1.29'LT) SB405 1209+42.4 �� 1 515-N 51+09.02 38°04'21" LT 155.00' 53.48' 103.0 ' 45%EXIS 25 MPH �� a� - (306. 1'LT� �� • % --SB 207+72' % SB405 1209+43.23 24°27'23" LT 1876.70' 406.72' 801.06' 5% EXIST 60 MPH 28` � • / T-� \ -.� 1 7. - / SB405-SB 24+75.81 24'24'14" LT 1830.00' 395.72' 779.45' 5% 45 MPH DC 257+31.32 07°08'19" LT 3253.53' 202.94' 405.36' 5% 50 MPH 14ST 24+69.74 14°29'W' LT 960.00' 122.08' 242.85' 2% NA /SB405 1205+49).99 SB405 4205+59.28 / ' �C (73.43'LT) / (126.8 LT) r ;1 SB405 1211+46.83 j GENERAL NOTES: ��_ SB4 5-s6 20+sae �� �` (286.10'L,, oo ' SB4 5 1205+41.45-;`� , p �� 1. RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION (73/24' LT) SB405 1202+77.04 LOCATION. s� ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT 0.1TLT) ���` -/ i' SB405 1205+31.49 / �"� k\ !rv��r„ _.� 73. l' L / / Fes•' / / V7 �_ T 4Cq-�"'y - 2. SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. B4 y205+21.71 �F b SB405 1205+36.51 PC -- 72.79' LT �- / SB405 1207+21.11 / SB405 1208+92.68 J �@405 1204+02.98 ( ) -) / / / k �� b 3. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN (205.44' LT) / / (249.75' LT) ~ ; k . �/ aby / - BUILDER'S OPERATION SHALL BE REPLACED AT NO COST 71 2S LT)_ _ 4 1` TO THE CONTRACTING AGENCY. LIJi s - - t'� SB405-SB 24+75.81 PI SB405 1206+28.70 'LT) SB405 1209+43.23 PI z (159.37-. 1``\ SB405 1207+32.98, 11.50' RT _ MP 2.79 ➢ x=:....w 0 -x- x-x S6405-SB 27+10.91 o �4a�/• `"` E -X x _k' - _= - -. - ---- E515 22+97.10 k ; ��" ! c� -x- -x- -x- -x- _x_ ---- yam. --x- -x- MP 2.78 / Z r N -�5 SB405 1211+48 9 = E515 22+49.36- m ------- �--N- -6- -°5-5- -- ---------- - -=--- i-+_---- -/- -6 -6 -Y -r4+1r6i1-_-+ZR- • oN o = o RVj U T' �o173NBPI/-4-- --- ---- �O1j�fJ 4C09-�'----- m - 'AY , ` _ _ 7N EID flC-Dififl+63.5 NB401201+90.21 PC ._NB4 + ---- m tj NB405 1202+94.90 14ST 13+11/60 (166.19'RT) MOR 5+ .72 POE N 65°2011"'E - ___- ` DC-D 156+73.50 PC x x- k NB405 1203+51.98 N .�; 14 (170.22' RT) 80°f0.1T„ E ,/A,WE N167-N 37+93.88 PI Q NB405 1207+38.92 PI N167-N 42+04.02 PCC I MP yc�� �y NB405 1205+38.50 C" ' NB405 1205+76.93 A��iryr N 67-N842+79.90.="31°�,\`�5 (199.83' RT) \� (202.35' RT) o`a\ Y! E515 21+39.36- lam" B4 „1202+SG`35= _ / ' j 47??•.� �� d R/W1"- / NB405 1207+75.89 (217.99' RT) TEMPORARY 515-N t;0+46.29 POB = CONSTRUCTION NB405 1205+30.08 NB405 .05, 184.85' RT EASEMENT NB405 1203+45.53 (229'26 RT) N 75°46'16" E (199.43' RT) 515-N 50+55.53 PC MORR 4+00.00 POB = 515-N 51+09.02 PI NB405 1202+98.48, 283.43' RT 14ST 24+69.74 PI 515-N 51+58.53 PT N 00°00'00" E 14ST 23+47.66 PC WAS-13UILT 0 50 100 14ST 25+90.52 PT = SCALE IN FEET 14ST 23+36.69 AP NB405 1205+73.95, 212.21' RT R-3 121 FILE NAME c:Xpwworkingknai\schmidalkd03219921CB811_PS AL12.dgn SCH TIME 4:02:28 PM REGION'STATE FED.AID PROJ.NO.�aSM/p� _ DATE 5/15/2017 10 WAS �h�F y �O PLAN REF NO PLOTTED BY schmidal J � y ./, I-405 / SR 167 INTERCHANGE AL12 DIRECT CONNECTOR DESIGNED BY A. SCHMIDTMAN REV 1 - RFC RF10033 05/15/17 JOB NUMBER ENTERED By A. K47 IRDAHY REV 0 - RELEASED FOR CONSTRUCTION 12/13/16 Washington State SHEET FS TERF' t;�`Department of Transportation o0 CONTRACT NO. LOCATION NO. CHECKED BY P. CROWLEY REV B -FINAL REVIEW 11/15/16 ONAL E� PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 C8811 / / ALIGNMENT PLAN 887 REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX ATE P.E. STAMP BOX DATE SHEETS N TM MMW C? Lu GENERAL NOTES: 1. SEE ALIGNMENT AND RIGHT-OF-WAY PLANS FOR ALIGNMENT DATA, RIGHT-OF-WAY, AND EASEMENT LOCATIONS. 2. EXISTING GUARDRAIL AND BARRIER MAY BE UTILIZED DURING CONSTRUCTION STAGING. EXISTING GUARDRAIL AND BARRIER DESIGNATED TO BE REMOVED MAY ONLY BE REMOVED WHEN NO LONGER NEEDED FOR CONSTRUCTION STAGING. 3. SEE MAINTENANCE OF TRAFFIC STAGING PLANS FOR TEMPORARY PAVEMENT LIMITS. 4. SEE SIGNING PLANS FOR SIGNING REMOVALS. 5. PROTECT EXISTING ILLUMINATION STANDARDS AND ASSOCIATED JUNCTION BOXES UNLESS NOTED OTHERWISE IN ILLUMINATION PLANS. SEE ILLUMINATION PLANS FOR ILLUMINATION REMOVALS AND MAINTENANCE OF TRAFFIC STAGING PLANS FOR TEMPORARY LIGHTING. 6. SEE DRAINAGE PLANS FOR DRAINAGE REMOVALS AND ABANDONMENTS. 7. IF CONSTRUCTION FENCING FOR ACCESS CONTROL IS DETERMINED TO BE NECESSARY, NOTIFY THE ENGINEER WITH THE PROPOSED LOCATIONS. 8. ALL STUMP REMOVAL SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 2-01.3. 9. SITE PREPARATION ACTIVITIES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE PROJECT ENVIRONMENTAL COMPLIANCE PLAN (ECP). 10. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CALL BEFORE YOU DIG UNDERGROUND SERVICE ALERT 48 HOURS NOTICE REQUIRED 1-800-424-5555. 11. KNOWN MONUMENTS ARE SHOWN ON PLANS.IF EXISTING MONUMENT IS FOUND, NOTIFY ENGINEER. DO NOT REMOVE UNLESS APPROVED BY ENGINEER. 12. CONTRACTOR SHALL PROTECT ALL PIEZOMETERS. 13. ALL GUARDRAIL FEATURES SUCH AS ANCHORS AND TERMINALS SHALL BE REMOVED WHEN ASSOCIATED WITH THE REMOVAL OF GUARDRAIL SHOWN ON THE PLANS. 14. EXISTING VEGETATION OUTSIDE OF THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED AND NOT DISTURBED. EXISTING VEGETATION WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE QUANTIFIED AND DOCUMENTED PRIOR TO REMOVAL OR DISTURBANCE. THIS CONSISTS OF DOCUMENTING THE LOCATION AND QUANTITY OF ALL SHRUBS AND TREES, REGARDLESS OF SIZE. TREES GREATER THAN 4INCHES DBH SHALL BE CLEARLY TAGGED WITH SURVEY TAPE AND LABELED WITH A FORM OF IDENTIFICATION. THE WSDOT ENGINEER SHALL BE NOTIFIED ONCE THE TREES ARE TAGGED TO ARRANGE FOR WSDOT FIELD REVIEW AND CONCURRENCE. AFTER WSDOT CONCURRENCE, THE LOCATION, QUANTITY, SIZE AND SPECIES SHALL BE DOCUMENTED, AND THE VEGETATION REMOVAL DOCUMENTATION SHALL REFERENCE THE FIELD IDENTIFICATION LABEL. VEGETATION REMOVAL DOCUMENTATION IS NOT REQUIRED IN THE LIMITS OF THE ROLLING HILLS CREEK RESTORATION AREA. 15. SEEDING AND PLANTING AREAS WITH COMPACTED SOIL DUE TO EQUIPMENT AND MATERIALS STAGING LOCATIONS, LAY -DOWN AREAS, ACCESS ROUTES, CONSTRUCTION ROUTES, OR OTHER ACTIVITIES, SHALL BE DOCUMENTED BY LOCATION AND SQUARE FOOTAGE. 16. SEE TESC PLANS FOR HIGH VISIBILITY FENCE (HVF) OR HIGH VISIBILITY SILT FENCE (HVS) LOCATIONS. SEE TESC PLANS FOR CRITICAL AREAS, STREAMS, WETLANDS, AND BUFFER LOCATIONS. 17. SEE ROADWAY SECTIONS FOR LATERAL LOCATION OF SAWCUT FOR PAVEMENT REMOVAL. Tk�NS 18. SEE PAVING AND BARRIER PLANS FOR LIMITS OF CONCRETE OR ASPHALT PLANING. �� A f 19. PAVEMENT MILLING MAY BE UTILIZED IN LIEU OF SAWCUTTING PROVIDED A TRUE J4/Y 30 O/v VERTICAL FACE IS ACHIEVED AT THE SAWCUTTING LIMITS. ro I ' R 00ho) Uc�aN AS=BUILT R-3Ql214 FILE NAME c:lpwworkinglnailladdbld03219921C8811_PS_SPNO1.dgn SCq TIME 3:57:46 PM REGION STATE T _- FED.AID PROJ.NO. PLAN REF NO G r7 DATE Ladd 017 10 WASH '- 1-405 / SR 167 INTERCHANGE SPN01 PLOTTED By LaddB DIRECT CONNECTOR DESIGNED BY P. CROWLEY REV 0 - RELEASED FOR CONSTRUCTION 01/26/17 JOB NUMBER SHEET ENTERED BY P. CROWLEY REV C -FINAL REVIEW 01/06/17 ti 47018 o -w Washington State 89 CHECKED BY N. SCHRADER REV B CONTRACT NO. LOCATION NO. fs ,/s.c� De artment of Transportation OF -PRELIMINARY REVIEW 11/21/16 p p PROJ. ENGR. C. CHEN REV A -PRELIMINARY REVIEW 10/10116 �111 887 c8811 DATE DATE SITE PREPARATION NOTES SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX N T 00 CM 6 i 0 Lu I — SEE SHEET SPN01 FOR GENERAL NOTES. SB405-SB 10+65.39 BEGIN PAVEMENT REMOVAL, 12.08' AND 18.49' LT SB405-NB 11+27.18 7.10' RT BEGIN BARRIER REMOVAL, 18.49' LT END BARRIER REMOVAL 0 50 100 SB405-NB 11+28.07 0.00' LT AND 8.96' RT SCALE IN FEET BEGIN PAVEMENT REMOVAL SB405-NB 10+64.83 8.24' RT SB405-SB 12+00.66 7.45' RT BEGIN BARRIER REMOVAL 56405 1196+19.76 END BARRIER REMOVAL _ BEGIN BARRIER REMOVAL, 27.30' LT SB405 1196+48.47 26.77' LT \, BEGIN PAVEMENT REMOVAL,, 24.30' LT END BARRIER REMOVAL \ % D° $ I I SB405-SB 11+72.00 / REMOVE ATTENUATOR BEGIN BAR IERTRHMOyAL,6.75'RT I / BEGIN PAVNT�IRE MOWAL, 3.75' RT I oq % S5-613 12+69. 0 1.00' RT AND 6.69' LT __,� j V A �'�• OTV OP ° �_ - -_ _ tl4p$-$6 1 1+8�.78 12-pO� �T I OP Q—. ti—' __� OQ --_ h- �. _ _ I BF — AgF — BF _ F —O_ - - CL _ L/ _�� q q------- opV A O _ _ dp /OIO / --_gyp BF� F —_ BF — BF —�—BF 1191+ 29.81 .T - �.1 O I OA I �- �.� BF _. O F BF — — BF c E / SEA 0� _.� oq - - > o V A A o - / 405 +32.80 5.97' LT - - RNV ° r CRACK AND SEAT >< a _ r< -- ,a. o' y — m AS -BUILT _ — W B 5-SB L —q W S LN 1 Ji In w-- - -- W , r�+o -T- N --C?ATKINSON I ,r_t<a�.x�Y4a�r«a-�y�i.a��«i1��_a�1�a�4�4_a�fCa_--'_SU1���i_1�4'o-o-t__�_.�� O O O � - -- - AUG052019 m / _ 20 , oA_ RELEASED FOR CONSTRUCTION :a q 6 ---� ---- m W p- ------ 119g+18.9 v -SAW --- --- - -- - i ° LINE`., d----------- N167-N 25 �__ _--_—_—_ .... ................................................... __.... _._ ._ ._.....Sr....... N ---_---_—_—_—_—_---_- ............ SEE NOISE WALL SHEETS FOR NOISE S WITHIN DOT RIGHT-OF-VV14� err �w B w w w LEGEND WALL REMOV ,;.• PCCP CRACK AND SEAT ryB4 f'. PAVEMENT REMOVAL b5 119 5.00, 19 AND 1. i / CE ��� � �� � ; P;,,.,;,V: "'-.-....._• PCCP REMOVAL N 0.35 F W REMOVE FENCE 3 .60' RT X� b li CG CG CLEARING AND GRUBBING LIMIT B SE �"LL, REMOV L - _ I ' G" SAW SAWCUT LINES CUT e CUT UT CUT CUT UT CUT FILL CUT /FILL LINES EXISTING CONCRETE BARRIER REMOVE ► R ^^`I ► - EXISTING GUARDRAIL 10+35.0 T RT FENCE r ENCE NE14uQ 95+02.98, 20. 0' L €1/ r w _ - C ; ► BEGIN PAV NT MOVAL OV L BEGI PAVENT RETEMPORARY C NSTRUCT O AI�x-._,__ ► I--- - EXISTING FENCE 0 END SAW UT � ' ► DAV 1+43.00 I I , -E-ASEMENT T y r -X LI_, ``` WETLAND LIMITS -x- x� SAWCUT 0'RT ..=_s r,F I I � -- �A -©?.... - -tL 'Yti - BEGIN PAVEME OF CLEAR IN x- _I" r TO 9.53' RT �`' - _ I BEGIN AVEMENT REMOVAL AND GRUBBING - R VA ► I p W ^) I_" / WETLAND BUFFER _ 27 8 ► CU "L'T= BEGIN SAWCUT OVAL x i ����4 I DAV 1+25. _Q: I `Z a_� B IN ENT EMOV L 14ST 10+18.30, 20.96 0� RT m#4.9 R1IAT 2 I SAWCUT 1 0.71' L — r-==:,:- — — — — — — — — - WETLAND BOUNDARY I ' _ - yv; 3 BEGIN PAVEMENT REMOVAL T TO 'LT _ � d 3 SAWCUT 'LT `/ SETTLEMENT PLATE (SEE END SAWCUT BEGIN P 3 EMENT �M AL P ► BEGIN WALL REMOVAL GROUND SURFACE MARKER TO 10.83' RT GEOTECHNICAL INSTRUMENTATION 14ST 10+00.58 9.02' LT k X I BEGIN PAVEMENT REMOVAL NB405 1200+83.29, 11.36' RT PLAN) BEGIN PAVEMENT REMOVAL NB405 1192+27.70, 65.49' RT r, - ►� ,fix END WALL REMOVAL IN BARRIER REMOVAL SEE BEG 3 GEOTECHNICAL INSTRUMENTAiiOiv BEGIN SAWCUT CITY OF RENTON RIGHT OF WAY PLAN) FILE NAME c:kpwworkingknai\schmidalkd0321992IC8811_PS_SP11.dgn TIME 8:33:53 AM REV 3 - RF10358 06/05/19 RENO N STATE FED.AID PROJ.NO. PLAN REF NO DATE 6/6/2019 REV 2 - RFI0031 AND RELEASE OF NFC 05/12/17 10 WAS ���4IA FA 1-405 / SR 167 INTERCHANGE SP1l PLOTTED BY schmidal REV 1 -RELEASE OF NFC 04/17/17 DIRECT CONNECTOR DESIGNED BY P. CROWLEY REV C -FINAL REVIEW 03/17/17 JOB NUMBER _ SHEET ENTERED BY P. CROWLEY REV 0 - RELEASED FOR CONSTRUCTION 03/10/17 ww Washington State 100 CHECKED BY N. SCHRADER REV B -FINAL REVIEW 12/27/16 CONTRACT NO. LOCATION NO. FFs��C1STERN°��� Department of Transportation OF PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/1Oil 6 SlONAL �Jr 887 REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOX GATE GATE SITE PREPARATION PLAN SHEETS P.E. STAMP BOX SB405 1209+76.90 24.50' RT SB405-SB 25+22.81 62.83' LT END BARRIER REMOVAL /� / \BE,GIN FENCE REMOVAL / / SEE SHEET SPN01 FOR GENERAL NOTES. + 6.48 43.5/' 6T p SBK05 12Q9+76.90, 17.84' RT / SB 21+23'.7 1 \ G N EIN )VAL \ / ' SB405-SB 25+67.1 h0.70' RT / o E PAVE T REMOVAL ENO-C�1RB R - S ,Q w� � ep � _, \ I'Y�i'�� END PAVEMENT REMOVAL E 1±URB A D SYDEW LK 5 PAS13,40-SB 25 67.35 10.22'RT / / 4 5-SB 21+02.39 /34 ' LT / a \ l�jgG -- ` -S ET P 3 FQR REMOVAL L MITS END PAVEMENT REMOVAL / o BEGIl�FENC�E lJV L ��� -� �T F o d05/120 31 196.29'L END GUARDRAIL REMOVA / / 0 50 100 S64 -0 68, 20r00 LT m SB405 42 32:7- 85.90'L 5 +78.45 34.605 T SCALE IN FEET BEGIN GU7.9121.06'RT A E &AL S6405-S %25+g;,08 10.88' R7 / , R `/ �/ // E}EGIN PAVE E REMOVAL - N , i EMOVAL \ END JMA L REMOVAL 2 2 ' BEGINR REMO A / `� \ s °R / o 0 -SB 24+ 1:T T' r _ / / 56405- 25+96.90 l l A7' RT S6405 1204+3 / eF _ _ /e L, �� WAL 3 EGIN FiE1VCE REINOY/AL / T'� SB405 1�f1 + .79' R SB405 1204+36.33 27.81' END BARRIER REM OV L REMOVE ATTENUA OR / / 36405 1206+33.U404.70' LT `�- , � / /r -� � ` \ op _NB405 1211+63.85, 22. R 5 +34.97 15.17' m / // � � SB405-SB 23+50.9 4 ..65' LT NB406p1211+60.99 26.5 °RT' �� / E� D WALL RE OlI L "� / p v v 405 1211+44.24 26.72' R S$ OS 1203+99 $7 2 .69 % r/ m/ //m/LTBAND 03.0q RT `� `\ `! ,SSB 2_ R6 87 6 217MLOT ,_ ale e� _ m / / l / / ITS OF LEARING % �' A D FE REMOVAL SB405 120 01 t F / �_i / / AND GRUBBING SR405-S,'%+76.25, 109.21' LT / REMOVAL / I 5g4pas AND SP W _ b FOR SITE PREP ca r\6L! _ DETAILS ON,, Op __4.f3,rji L - _ _ -X- X kX_.::_...,,„„w.,,,.. 0 1 �� = - -x- -X- ° E _ -X- -X- -X- AS -BUILT i ul T , 1 y' J C R i �///,. •/ + ASK N i i i i p T - -4 ° V3. D 18.38' L /ISB4 1204+48.37 13.00' LT w - - - - - r / �� a° o / eA / m EASED FOR �O CO Q NS�RUC�1 EN¢ PAV ENT REMOVAL - - \ n �_ E �� oq \ •`... -_ ____- `� ` � � m rah/i , �//•y` / aa° i �• ND . Q� / ITS, OF LEGEND REMOVE FE y_ GS-14N </CL PZ114G'AND BINGoA-1 o ������ - PAVEMENT REMOVAL CG G�S-12S V A noo / d 515- 50+9 SWLT // �i CG__ o x \\ �\ o nn\ %�/ P_1 / / r GIN, EM OVA / / �� PCCP REMOVAL C P/z� S 3 SP-1 // //r y // M i�ao a /' // / 1 -CG CG - CLEARING AND GRUBBING LIMIT NB405 1207+24.30 56.54' RT ar l END NOISE WALL REMOVAL �/ -SAW SAWCUT LINES /LIMITS OF CLEARJN �( BEGIN FENCE REMOVAL m / ~ j AND GRUBBING �y �V _ / /' �. "�\ / w'�y� �1 13.0 (' a / / - CUT FILL - - CUT / FILL LINES p WETLAND NOT O\ B a r N -� r 515- 13.00'AND/l .9 LT EXISTING CONCRETE BARRIER \ / / / GS-1 FILL m °�- r, a k DIS RB 405 1207+ 0.98. 32.95' LT CITY OF RENTON EN PCCP' EMOVAL /.� / a EXISTING GUARDRAIL RIGHT OF WAY NB405 1206+21.77 0.18' LT / / EXISTING FENCE MORR 4+00.00 NB405 1208+gg,97 29.20' RT HOUSES WITHIN WSDOT RIGHT END PCCP REMOVAL / SAWCUT 10.10' LT END BARRIER REMOVAL ' / / / / a / �/ WETLAND OF WAY TO BE REMOVED BY DC-D 159+10.47, 22.59' LT at o TO 11.97' RT END PAVEMENT REMOVAL x a o / / OTHERS TYP. / a of I o BEGIN PAVEMENT REMOVAL N a / a / WETLAND BUFFER TEMPORARY NB405 1205+95.16 59.90' RT END BARRIER REMOVAL NB405 1208+89,91 28.71' CONSTRUCTION NB405 1205+28.53 76.62' RT o WETLAND BOUNDARY END PAVEMENT REMOVAL a�°� EASEMENT (TYP.) BEGIN SAWCUT LIMITS OF CLEARING / / a o / BEGIN PAVEMENT REMOVAL AND GRUBBING NB405 1208+97.89 30.78' LT �/ / � * a / SETTLEMENT PLATE (SEE LIMITS OF CLEARING l� /��L l GEOTECHNICAL INSTRUMENTATION NB405 1205+g4.51 76.47' RT END PAVEMENT REMOVAL AND GRUBBING /yr� „�° ��� � :o y k / PLAN) NB405 1205+86.13, 152.05' RT GROUND SURFACE MARKER SEE END SAWCUT NB405 1209+11.62 31.73' RT j/`'✓y / GEOTECHNICAL INSTRI IMFNTATInN CE REMOVAL �•i ` ./ END PAVEMENT REMOVAL END FENPLAN) FILE NAME c:Xpwworking\nai\schmidal\d0321992IC8811_PS_SP12.dgn TIME 1:51:16 PM REV 5 - RFI0389 02/06/20 REND N STATE FED.AID PROJ.NO. peg' VD PLAN REF NO DATE 2/612020 REV 4 - RF10074 07114/17 10 was �i, I-405 / SR 167 INTERCHANGE SP12 PLOTTED BY SchmidAL REV 3 - RF10072 06/26/17 _ DIRECT CONNECTOR DESIGNED BY P. CROWLEY REV 2 -RELEASE OF NFC 05/12/17 JOB NUMBER Washington State SHEET ENTERED BY P. CROWLEY REV 1 -RELEASE OF NFC 04117/17 �,� alma 101 CHECKED BY N. SCHRADER REV C -FINAL REVIEW 03/17/17 CONTRACT NO. LOCATION NO. �5, �ctsTeR� �� Department of Transportation OF PROJ. ENGR. C. CHEN REV 0 - RELEASED FOR CONSTRUCTION 03/10/17 s/O:ti`.AL �a 887 REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOX DATE P.E. STAMP BOX DATE SITE PREPARATION PLAN SHEETS N �yT� W CM Lu I . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . . .... .... . . . . . . . .... . . . . .... . . .... . . . . . . .... . . . . .... . . . . .... . . .... . . . . . . .... . . .... . . . . . . .... . . . . .... . . . .... . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... .. . ... .... .... SLOPE . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... k/. /'BEGIN CROSS (MAT H EXISTI G) . . . . . . . . . . . . . . . . . -RT . . . . . . . . . . . . +.3.00%: T: �.I . +2.U0 o LT + .00% + .00% LT +2. . . .00% -LF . . . . . . . . . . . . . . . _2.00 0 - RT . . . . . . . . . . c -2 00% RT . . . -2.00% . L 2. 0% ' RT . 1� . .... .... ....o �o3 a .... .... .... .... .... .... ..Mo a o Mo c0 �0 .o.d $.0. ...+ ... .... .... .... .. ,.; o, o .�yk �Z �Z �— ny oy oy F ... .... .... .... S /`... .... . . . . . . . . . . . .F �Z . . . . . . . . . . . . . . . . . . . . y4F' .a f., .NF4' }� �.Q .r .F. .�` .y .r V.F . . . . . . . . . . . . . . . . . . . . . . . �Z .�Q f�/ F ,�� . F, . F, . . . . . . . .�0 r. . . . . . . . . . .... . . . .... ? w.. .. .... .... .... ... C) m DAMS. ly . . m .Z W ..mW. . Z .... ... ... .... .... .... .... .... .... . . . . . . . . . . . . . . m . 14ST OADWAY . . . . . . . . . . . . . . . . . . . . . . . . . CL. . . . . . . . . . . . . . . . 4ST RO'A WAY'SE TION 'E' . . . . . . . . . . . . . . . . SECTION B . . . . . .I 14ST• RO DWAY *SECTION 'B • . . . .. 4ST' ROADWAY 'SECTION 'D' . . . ' ' ' 14 T ROAD AY' SECT ON ' D' ' . . . . . . . . . . . . . . . . . . .,.-14ST ROAD AY. . . . . ... . . . . . . . SECTION C . . . . . . . . . . . . SHATTUCK AVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14ST. ROADWAY .SECTION .A. . . . .1 ST.ROA AY SEC ION D . 4ST. ROA WAY.SE TION .E. . . . . . . . . . . CL . . . . 14ST .ROADWAY SECTION. E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 V . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . "! I. 4 . . . . . . . . . . . . . . . . . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . Sol. VC. . . . . . .m . R. + N. �! nnl.. �� . . ..... . . . . '^ . . . a. .... .... so, .. .... . . . . .... . . . .... .... . . . . . .... . . . . ti... W .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . S. �. OM1N Off. J1 {.q �.o b �. . M M J. W. �.r r C C . . . . . .I. IL . C CIN 'N CC,O+1 N+ r r m W W. i,.1. J r r r. y . . . . . . . . . . . . . . . . . . . . . . . . �O . p, W + N a0 . +. N N w C] r } O M O r 0 a. U r J /.� / .`2.8�0 . W .W � m J W F J . . d . N . . I, . . . . . . . . . . O O . . . . . . . . . . . . . . . . . . . . . e+bs �� °ro. U V "� Ja J r. ° �. . . . \ O. b I . . . . . . . . . . . . . . . . . . . . IOn . . . . . . . . . . . . . . . . . . . . . . . . N. °D r_ CINCIM m J . [0 W W 1 W . . . . . . . • . . . . . . . . pj . . . . . . . . . . . . . . . . . . . . . . . p . . . . . . . . . . . . . . 40,.V . . + . +. ((r,,�� S J d J. ' W W . o ' 0:3 . . . . . . . . .0 . . . . . . . . . . . 'TD Od W . + A O . . . . . . . . . . . . . . . . . . . . . . . . N . . . H . . . . . . . . . . . . . . . . . . . . . . . . . . . . AOOO. . . . . m w> W. o . . . . . . . gyp. O d. N \ M ~ . . . . . . . . . . . . . . . . .Z .N N 01 .� w. ° �.'. — .`. �. .M� .Q . . . . . . . W. .°D.N .{.� p +N�` V WW O �C r Z . . . . . . . . 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J 1Y01,3,LID R) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V °�q. �\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 . . . . . J W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W W \ so E r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' mW L d N . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... + N .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... 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FILE NAME c:\pwworking\nai\schradnjkd0321992\C8811_PS_PR01.dgn TIME 1:09,18 PM RE No. O. STATE FED.AID PROJ.NO. ��S S/- �� o S ��CaST�Q�oc`w s/o.vat �� �� % P.E. STAMP BOX DATP P.E. STAMP BOX DATE Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF. NO. PR01 DATE 3/1312017 10 WAS PLOTTED BY SchradNJ DESIGNED BY N. SCHRADER JOB NUMBER SHEET 1013 887 SHEETS ENTERED BY A. KIRDAHY REV 0 -RELEASED FOR CONSTRUCTION 03/13/17 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT N0. C8811 LOCATION NO. PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 ROADWAY PROFILE & SUPERELEVATION REGIONAL ADM. L. ENG REVISION DATE BY N �yT� W CM Lu .... . . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . .... . . . . . . .... . . . . .... . . .... . . . . . . .... . . . . .... . . . . .... :::: :::: . ::: :: :::: :::: :::: :::: :::: :::: :::: :::: :::: :::: :: ::: :::: :::: :::: :::: :::: :::: :::: :::: ...At +4.00% T lo,+2.00% - . +2.OU% . . 1 ` �2o1f .L . . . . . . . . . . . . . 2.00% RT .2,00% LT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... .Az .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... !/1��,/`� .... .... VZ 4 V2 CM . or_.r �.z +y +rn - DN. .... H rr W .... .... 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STATE FED.AID PROJ.NO. oti*S / SCH ��' ' � a �� s �cISTE.G\ 3 Io.va\' Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF. NO. PR02 DATE 3/1312017 10 was PLOTTED BY SchradNJ DESIGNED BY N. SCHRADER JOB NOMBER SHEET 114 of 887 ENTERED BY A. KIRDAHY REV BO -RELEASED FOR CONSTRUCTION 03/13/17 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 C8811 P.E. STAMP BOX OATL P.E. STAMP BOX DATE ROADWAY PROFILE SUPERELEVATION SHEETS REGIONAL ADM. L. ENG REVISION DATE BY N �yT� W CM I I 0 Lu I- .... . . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... . . . . .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...: .... .... ATKI .... .... 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R.5E. W.M. VARIABLE GUTTER TABLE START STA.* END STA.* GUTTER DEPTH FLOW DIRETCION 24+00 25+25 4" WEST 25+25 25+50 3" WEST 25+50 25+75 2" WEST 25+75 26+50 2" EAST 26+50 26+75 26+75 29+25 3" 4" EAST EAST 29+25 30+50 3" EAST 30+50 31+10 4" EAST 31+10 31+25 4" WEST 31+25 31+75 3" WEST 31+75 1 36+50 1 2" 1 WEST — _ * STATIONS ALONG N167-N LINE NOTE: 1. SEE PLAN SHEET DD141-DD145 AND DP141-DP142 FOR DRAINAGE RELATED WORK ON 14TH ST. 2. SEE DRAINAGE PLAN ENLARGEMENTS SHEETS DD30-DD33. �I I 1 :.� _ _.Ir_ 0 50 100 SCALE IN FEET DRAINAGE REFERENCE SUMMARY DESCRIPTION PROFILE/DETAIL SHEET S TRUNK 18 DP09A,DP09B TRUNK 20 DP10 TRUNK 21 DP11 TRUNK 22 DPll TRUNK 23 DP12 TRUNK 24 DP12 TRUNK 25 DP13 TRUNK 29 DP15 TRUNK 30 DP15 TRUNK 31 DP15 TRUNK 41 DP22 TRUNK 42 DP22 DRAIN PIPE DR11-25A BRIDGE PLANS DRAIN PIPE DR11-25B BRIDGE PLANS DRAIN PIPE DR11-25C BRIDGE PLANS DRAIN PIPE DR11-43B DP53 DRAIN PIPE DR11-47A DP53 DRAIN PIPE DR11-55 DD13 DITCH DR11-51 DH01 ATKINSON W 10 2018 RELEASED FOR CONSTRUCTION N:* 11 LEGEND ODRAINAGE STRUCTURE ID DRAINAGE STRUCTURE ID 1 CONTINUED — ST ST — STORM SEWER PIPE —UD UD— UNDERDRAIN PIPE —DP —DP— DRAIN PIPE ❑ CATCH BASIN m GRATE INLET ® DROP INLET O MANHOLE ® ROCK OUTFALL PROTECTION - DRAINAGE DITCH COMPOST AMENDED BIOFILTRATION SWALE ® - MEDIA FILTER DRAIN tititivvwwwvw.nr - EXISTING STORM TO of REMOVED OR ABAUaONED FILE NAME c:\pwworking\nail_xjzigweid\d0321992\CB811_PS_DR11.dgn �c��o�wasg77 o _ ' 0 3974 0 e �f�NaTL� GEC 2/9/10 DATE P.E. STAMP BOX DATE P.E. STAMP BOX Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 2:57:51 PM REV. 6 - RF10219 219/18 REGION STATE FEDO..AID PROJ.NO. PLAN REF NO DR11 DATE 2l6/2018 REV. 5 - RF10202 1/15118 10 WAS PLOTTED BY JZigweid REV. 4 - RF10098 7/24fl7 DESIGNED BY J. TURCOTT REV. 3 -RELEASE OF NFC 6/16117 JOB NUMBER SHEET 157 8OF 87 SHEETS ENTERED BY E. JACKSON REV. 2 - PARTIAL RELEASE OF NFC 6/07/17 CHECKED BY J. ZIGWEID REV. 1 - RF10032 5/12/17 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV. 0 -RFC 4/14/17 DRAINAGE PLAN REGIONAL ADM. L. ENG REVISION I DATE I BY T 00 Lu — SECA 9 T.23N. R.5E. W.M. \% SB405-SB STA. 25+79.94 (47.95' LT) EXISTING MANHOLE ADJUST RIM TO GRADE RIM ELEV. 51.53 \ / T /• K 3 POND S2.3 �i �, lsr CABS 52.3 -TRUNK 22 -�: - / TRUNK/ 34 �l�UNK 23 ,_ / j DRAINAGE REFERENCE SUMMARY DESCRIPTION PROFILE/DETAIL SHEET S TRUNK 18 DP09A,DP09B TRUNK 22 DPll TRUNK 23 DP12 TRUNK 25 DP13 TRUNK 32 DP16 TRUNK 33 DP16 TRUNK 34 DP16 TRUNK 35 DP17 TRUNK 36 DP18 TRUNK 37 DP19 TRUNK 38 DP19 TRUNK 39 DP20 POND S2.3 DD11A, DD11B CABS S2.3 DD22 DRAIN PIPE DR12-12C DP54 DRAIN PIPE DR12-14B DP54 DRAIN PIPE DR12-18B DP54 DRAIN PIPE DR12-44B DP55 DRAIN PIPE DR12-19B DP56 TRUNK 33 TRUNK 32 --_-) / i k /.•a 26 TRUNK / 8 / S L _ j TRUNK 36 5 x � '/ �'• NOTES" 7 40$ �D-E;� '--'1 - = x -x / 1. 5 AND _ N �'- � --_� ���� � SEE PLAN SHEET DD141 DD14 00 RELATED WORK ON 14TH ST. 1�4p�; DP141-DP142 FOR DRAINAGE 0 2. SEE DRAINAGE PLAN 0 24 o ENLARGEMENTS SHEETS DD30-DD33. T N _ 0,,, - - - ---- - _ . m 18 - 2 ' 13 U _,. - _ ,...._._ - - - - - - - - - 22 0 00 - - 19 72 y _ 6 TRUNK 39 SCALE IN FEET 1 UD- �j NB- - - E - I-466---- O&K'25 _ - _ _ _-- h - LEGEND TRUNK __ --_=-x---- •' ' " - �= -�'--_ __ _ - -- -- _ -- `-`-- -- - �f _ O - DRAINAGE STRUCTURE ID 40 AIBIL UTTER BE IN _ �' DRAINAGE STRUCTURE ID UD 33C Bd IER' =0.S% MI `��� Cv =_ _ y - ® - - --- �__-e -a _ i T V IAB) GUTTER TABU ` /' - - - - UD y '- x r /'- CONTINUED a S EET'DR11. T : 4 DP 41 DITCH DITCH(43 " PS ST ST - STORM SEWER PIPE - 167 N ST . 36+57.13 8.02RT) 19 UD x N yea° pb - - BEGIN, UN ERDRAIN IN. DIAM. 9 DP /�. R 5� S �� FL-46.� F i �• /j ��/ � �p� j -UD UD- UNDERDRAIN PIPE NB405 STA. 1207+ ( .08' RT) � BEGIN UNDERDRAINAIN I 6 N. DIAM. DRAIN PIPE -DP—DP- FL 56.50 FT 13P,-Cj' STA. 25 99 _ - ; " CATCH BASIN (1 8' SEE NOTE 1/ - f//d - was, f �i, i ❑ BEGIN UND D�A. 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FL 56.35 FT MANHOLE FL 6( FT ® ROCK OUTFALL PROTECTION r N167-N STA. 41+53.62 (34.58' RT) p,TKINSON EXISTING MANHOLE DRAINAGE DITCH ADJUST RIM TO GRADE E515 STA. 18+36.87 (6 9' LT) F /� I / .� RIM ELEV. 55.51 ,�� 2 4 201g� EXISTING MAN E + F / . ��� SEE DETAIL SHEET DD14 �� IOFLOTRATION SWALE AS —BUILT �� ADJUST RIM TO GRAD % / +/ ' �? / 1,r Al BE ELEV.5AD � � `, �� (��t /( r/ / G'O�S�RUU�'O,v ® - MEDIA FILTER DRAIN nn'/ p FOR T / �� �„ ��� /r/ �� RELEASE _ EXISTING STORM TO BE REMOVED OR ABA ON D FILE NAME c:\pwworking\nai\_xjzigweid\d0321992\CB811_PS_DR12.dgn TIME 10:11:02 AM REV. 6 - RF10373 & RF10374 7/16119 REGION STATE FED.AID PROJ.NO. �R�oSWas2/c PAN REF No DATE 7/23/2019 REV. 5 - RF10367 5/1/19 w �� Mir1-405 / SR 167 INTERCHANGE DR12 PLOTTED BY Jeffz REV.4 - RF10252 4/6/18 10 WAS DIRECT CONNECTOR DESIGNED BY J. TURCOTT REV. 3 - RF10242 3/19/18 JOB NUMBER Washington State SHEET ENTERED BY E. JACKSON REV. 2 - RFI0202 1/15118 � 571 158 CHECKED BY J. ZIGWEID REV. 1 - RF10057 6/16/17 CONTRACT NO. LOCATION NO. �sy Ec� Department of Transportation OF PROJ. ENGR. C. CHEN REV. 0 - RFC 6/02/17 C8811 NA L DRAINAGE PLAN 887 REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX BATE P.E. STAMP BOX DATE SHEETS N 00 CM i Lu .... ..._. .F.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... (b o. t. W.T. >.o. . . .n, 5 . Z.. O w. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .NOTE :..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .�.. ..o.,,.Pq N ip r .o.o. UN ...al w o Nli!'U j J . ............................ ................................................ za w'^'^ + z J'" ,. + z"j~N , ~ ~ a 1: ' SE PR01, P D2A; PVD3 ,'AND R 01 FOR, DITCH ONSTRU TION ' INC UDING ' PROFILE, MI .'DEPTW ,SIDE' SLOPES ' r aim H J, C9(7?�W. a'o r Q>=m N .F. wZH 2'a'O a y m ZO > w O .QO a p C� . LL! °O .Op . . . . . . . . . . . . . . . . . . . . . . . . ' 'CENTS 'NOTED ' F Z F u) F y 5 w w o = 'FJv d .o a p 2: ST TION,'OFF ET; AND RIM' ELE TION F STRUC ORES' AR OF GRA E' 11NLES OTHERWI E: FWar^w =iw.p.d�n Uwa= 9.819. =aF r U z c r. p w "' o p ,01, w Cr N v w 3: RIB ELEVATIONS* ARE JAWROXIR ATE. CON RACTOR TO 'SET I AM Al •F OT • BELO • FINISHED GRAM IN • PAVEMENT: FLU a>N��• ��U •(n•dD04 U fqm w .� F u„'+i�Inw.0� p � + O m vi oi]4 + F . . . . . . . . . . . . . . . . . . . . . . . . .4: NE • SEWER SHOWN ASED O �MANHO E LOCATIONS, RIM ELEVATIO S, AND IPE . INVE TS PROVIDED IN DAVIS i/ Y V a F• w Y w m °f r° p J O'¢ • • • • • • • • • • • • • • • • • • • • • • • • ...T LBOT •HIL SEWER RELOCATI N"•PLAN (C.O.R. W . R-27-28 2) I$SUED FOR • CO STRUCTI . N• $-17-16. . CONTRA TOR . . . . .AVE F�. �� N a x ¢ ow 'FZ J Z:� z > w d , TQ FIELR 1/ RIFY AS UILT LOC TION$ AlR NOTIFY ENG.IN R. OF. CO FLICTS. IT STI . . . . . . . . I O FJYW w a a.w a LL O . . . . . . . . . . . . . . . . . . . . . .5- . EXISTING. SE ER, WAT R. AND. STORM. LO ATIONS PROVIDED IN .WSD T. BASEM PS..ELEV TION . INFORMATION . . . . . . EX. " �� .. 3 rn An O LLy u~i 4 w . . . OBTAINED F OM. C.O. . AS'BUL RECORD ..CONT. CTOR. TO FIELD VERIFY .EXI TING .UTI ITY. AND STORM . . . . . . . . •WATE G N•F N iY r O 3 N . . . . . . . . . . . . . . . . . . . . . . . . . . . INFORMATION PRIOR. T . START OF CONSTRUCTION AND •NOTIFY. ENGINEER OF ANY. CON LICTS• AN . NIECES,ARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . REVISIONS •T •STORM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 �. 4.78° 6 j • • • • • • • • • • • • • • • • • • • • • • • • • • • .6: • OL MPIC • PIP LINE PETROLEUM PRODUCTS RELOC TION• PE • 1-405 IN ERCHAN E• PIPELINE- REROUTE • • • • • • • • • • • • 4 7 1.28% • • `'-'-' CO RDINATI N DRAWINGS BY A VIL COR ORATION DATED 11-8-16: GRASS E7(.•8'I WA TER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V-DITCH. . . ` SEE NOT .5. . . . . . . . . . . . .7: • FORUTILITY CLEARAN ES• LESS THAN 1% PROVIDE STRUCTURAL•P •STYR FOAM D. . . . . . . . . . . . . . . . . . .SEX. . . . . . . . 5. . . . . . . . FINISHED- z . . . i] . c. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 .GRASS '0' o/ . 21 ., GROU D .� z . N . F . f, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.\ . . . N a aD M . e . .� w. . . . . . . . . . . . . . . . V-DITC ORIGIN L ry lto tiF �u � uu LLLL. �. GROUND N i aoo a ww0 r, a =a. . . . . . . . . . . 00 .... ON O . .cj . . . . . . . . . . . . rvj NN . . . . . . . . . 0i. I . . . . . . . . . . . .+~F,n0 C; iD pM In .+ Q a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� C1 ZJNF . �r Ill! J J �> W. 4ZS . . . . . . . . . . . . .9 F . . . . . .15 LF . . 8 LF LL z J•a�> NJ zQw.J. rY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LL .... .... .... ... .. � y. aw_way. LL 06 ... .... .... .... .... .... .... .... .... .... .... .... .... RN 6 cn aFEPSt . . . . . . . . . SEWER SEWER. PPE . O1 °1 �. �p �vlK c�wv�ir �0.3. 12 IN. M. . . . . .... . . . . .... . . . . .... .... .... IL . . . 55LF a .. _ „\. _ . . . . .... . . . . .... . . ...U3 ...a . . . . .... . . . . .. . . . . ... . . . . .. . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .�. O .... ... p .0. .... .... .... .... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STORMLI DITCH \. !w = ui a . u Qa, a - N . a .U.� O . . . . . . SEWS 2 FT TTOM. _ �/I a n . in T . . in .F.�. F r . c . . . . . . . . . . . . . . . . . . . . . . .... .... .... .... .... .... .... .... .... .PIPE .. �. %d p .�N m. � O.Q ... 0p0. NN... .... .... .... .... .... 2 'IN. DI I. =- = W o . =.a. a . W . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` O.aNui LL Q,F •o°DD cOV rF.J.W JJ.I W NF. .O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. hFd�•w 4C. CNI <ILL LLN + .V. EX. •8". N F m Q Ll N N m' 0.=. J 'I 7 J N y. . Q 'ul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. .WATER 'JZ� > .•a Z> •~.O= . . . . .WOa •m. Q.W > . . . . . . . . . . . . . . . . . . . POSED . i.07% ~-JN y LL J ~ w. y= JJ d w �JYai y a.U.p. zYw U p. to =. p, .. .... .... .... .... .... .... .... .... .... .... .PR SEWER EWER ° ~Ooa �a�r F� �'va o . FF:O.� WOE . aw• I— aaDoO J S .... .... .... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (BX .o HERs.) . . . . . . . . p rn r- ... c> F�.�pa.w u� a . O.�.Tn . . . . a U) . - U. v v> it r . . . . . . . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .. . . . LL u* LL J N LL O. i ... . . . ... . . . ... . . . tea. �O• .... ... DATUM .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...`,S ��tOo� 6 .. ... ... GRASS .... Duo w .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. J _\ 3. V-DITC ..+ gc x•.... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 LF. ; F LINED DITCH g _ \\ .2 �. - V: -7 ' . . . . . . CPE . /� 2 FT BOTTOM: : i _ . , aai J. a. . . . . AVD) 88 . . . . . . . . . . A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOR 6 `_ - . . . . . . . �F. . . . . . . . . . . . . so PIPE . . . . . . . . . . . . . . 0:54% O. .... .... .. ... F1�.o .. . 12 IN. DI M.:::: .... .... .... .. ...E60-1 .. .... .... .... .... .... :::: :::A:: :::: :::: :::: :::: :::: :::: :::: :::: :... .... .... .0.53% ... .°... \ 0.3%... .... .... .... .... c.. MPIC LINE . rCRCo . . 2OSTOCT .CRYSSINQ . . . . . . . . . . . . . . . . . . . Sl�UC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U. LOCATION) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 LL LL . . . . . . . . . . . . . . . . . . . DEPTH SSUMED LL An 40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (4.5. FEET COVER). 4 N c ,^e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :APPRO . t FOOT . . . .DO Do . . . is . . . . . . �d ��,. . . . . . . . . . . . . . . . . . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...CLEARANCE ....' v ... ... . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...TO STORM, J 1L J LL ... J . LL . J LL .... .... .... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRO . 14ST ' L . . . . NE' ST . . TIONIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 - LF . .52 LF . 95 -L DITCH- 30 -LF 4 L . . . � . .' T . . . .IRON .S STORM . . . . . . . . . . . . .1:4 Q0. : . : : :1:5 Q0: : : : : :1:6 Q0: : : : : :1:7 Q0. . : : : :1:8 Q0: : : : : :1:9 Q0: : : : : :20 Q0: : : : : :21 Q0: : : . . QQ . DUCTIL ORM . CPE SEWER. SEWER IPE 18 I . DIAM. PIPE 18 IN. IAM. ^^ LL FILE NAME c:\pwworking\nall_xjzigweid\d0321992\C8811_PR_DP141.dgn FRS Z�cj ����oFwa 577 o w �s��c sr NA E 5/01/19 Washington State Department of Transportation 1-405/SR167 INTERCHANGE DIRECT CONNECTOR TIME 10:23:09 AM REV 6 - 4/29/19 REGION STATE FED.AID PROJ.NO. PLAN REF.NO. DP141 DATE 5/1/2019 REV s RF10316 6 9/13/18 10 was PLOTTED BY JeffZ REV 4 - 416/18 DESIGNED BY J. TURCOTT REV 3 - RF10212 AND RF10215 2/21/18 JOB NUMBER SHEET 194 OF 887 ENTERED BY A. MAILLOUX REV 2 - RFI0190 113/18 CHECKED BY J. ZIGWEID REV 1 - DD143-5 STRUCTURE CHANGE 3/14/17 CONTRACT NO. LOCATION NO. PROJ. ENGR. C. CHEN REV 0 - RFC 3110/17 C8811 DATE P.E. STAMP BOX DATE P.E. STAMP BOX 14TH ST DRAINAGE PROFILES SHEETS REGIONAL ADM. L. ENG REVISION DATE BY N 00 CM Lu .... .... .... .... .... .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... . .... ... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ......... ......... .... .... .... .... .... .... .... .... ......... e7?1 ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ...0 .. .... .... .... .... NOTES:.... ... .... . • 1: ' SEE R01, PVD2A, PVD3A, AND RSO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' FOR DITCH' CONSTRUCTION INCLU ING ' 79,�PROF , MIN. DEPTHS, . . . . . . . . . . . . . . . . . . . . . UETA LS AT INTERSECTI NS.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. ' STAT ON, •OFFS T, AND •RIM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV TION FO STRUC URES . . . . . . . . . . . . . . . . S w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ARE ENTER. F• GRATE UNLESS OTED .... .... .... ... �ro�F .. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. OTHERWISE •. .... .... .... . . . . . . . . . . . . . . . .� .t,MO .a0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . .yam o .... .... .... .... .... .... .... .... .... .... ... . 3. .RIM LE. S. ARE.A P.R. . c WZ� 12) ON FOOT BELOW INISHED M 0. GRADE . .... .... .... ....M .F.j6 p .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ..IN PAVEMENT . .... .... .... . . . . . . . . . . . . . . . .+ Zau; ,i'w g o0 N ._ �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... 4: • NEW .... SEWER- SHOWN .... B .... SED . . .... . . . . N RI O. m 0 C ELEV TIONS, A D PIPE. , . . . . . . . . . . . . . . . .9 . . rn Z.UF-a W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INVE TS •PROV DED IN • " ALBOT ... . . . . . . . . . . . . . . . . . . . . aw'aw�W. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HILL SEWER •R LOCATIO . . . . PLAN '(C.O.R. P-27-28 2) . . . . . . . ISSUE . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . 8:17-16.'CONTR CTOR' TO FIELD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ./' . . VERI Y' AS-BUI T' L'OCATI NS. . . . . . . . . . . . . . . . . . AND NOTIFY'E GINEER F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . COIJ LILTS WI H STbIfM . . . . . . . . . . . . . . . . 2A i� . . . . . . . . . . . . 5.. . EXISTING, SEW K WATE AND. . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . STORM. LOCAT OK PRO IpED. . . . . . . . . . . . . . . . . FINISHED . . . . . . . . . . . . . . . . . . . _ _ IN W DOT .BA EMAPS. E EVATION GRAD --- --- _ TAIN FROM . . C-O-R AS -BUILT RECORD .. . . . . . . . .... .... .... ...� O.RI.GINL.... .... .... .... .... .... .... .... .... .... ..../ .... .... .... .... .... .... ... CONTRACTOR .... . . . . . . . . . . . . . . . . GROUND. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING. O AND. ORM.Y. . . . . . INFORMATION RIOR• TO START OF C NOTIFY i> 1. EER OF NY CONFLICTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ANGI AND NECESSARY REVISIONS• . . . . . . . . . . . . . . . . . PROP( ED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �- . . . . . . . . ROCK -LINED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TO -STORM. . . . . . . . . . . . . . .... .... .... 2 8"WATR ... .... .... .... .... .... .... .. .... ....DITCH.. .... .... .... .... .... .... .... .... .... .... .... .... . . . . . . . . . . . . . ..I . . . . . . . . . . . . . . . . . . . . . . . . . . . � .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRODUCTS ' RELOCATION SHOWN' . . . . EX.•8" EWER, . . . ;. . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER REROUTE' -405 INTERCHANGE ' COORDINATION PIPELINE DRAWINGS ' , BY'A VIL• CORPORATION DATED. i- 11-8-16. . . . . . . . . . . . . . . . .� U-. � a . SEE 'N TE' 6: . . . . . . . . . . . . . IE=87. 4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N o o 7: 'FOR UTILITY 'C EARANC S LESS. . . . . ko v v , THAN 9','PROVI E $T'RU TURAL . 90 ROPOSE IiI, .... .... .... ....��.�LL EWER. .... .... .... .... .... .... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... . BY OTHERS)... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... . . . . .... . . . . .... . . . . .25.L'F . . EENOTE 4.... . . . . . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . .... . . . . . . . . . . . . . . . . .... .... ..STORM PIPE .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... .... . . . . .... .... . . . . .... .... (S E O ). .... .... .... .... . . .... .... . . . . .... .... .... .... .... .... . . . . .... .... . . . .... .... . . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... . . .... .... . . . . . . .... .... . .... .... . . . . . . . .... .... . . . . .... .... . . . . .... .... . . . . .... .... .. .... .... STORM . .... .... .... .... .... .... .... .0 ...1.0..60, Q0... ...1.1 Q0... ...12 Q0... ...1.3 Q0... ...14 Q0... .... .... .... .... .... ... ... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... DATUM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE . . . . . . . . . V: 1 "=1 .. . . . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. .... .... AVD).88 .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. .. AS=BUI . .. . .... .... .... .... .... . .. .... .... .... .... .... .... .... .... .... .... .... .... FILE NAME c:\pwworking\na TIME 3:07:46 PM DATE 3/1012017 PLOTTED BY jandemon DESIGNED BY J. TURCOTT ENTERED BY E.JACKSON CHECKED BY J.ANDERSON PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG REV 0 - RFC REV B -FINAL REVIEW REV A - PRELIMINARY REVIEW REGION I STATE NO. 10 WASI JOB NUMBER 3110117 2IE/1 7 CONTRACT NO. 12/20/16 C8811 _DATE I BY FED.AID PROJ.NO. LOCATION NO. 3110/17 DATE P.E. STAMP BOX AMIL w7jrm Washington State Department of Transportation 1-405/SR167 INTERCHANGE DIRECT CONNECTOR 14TH ST DRAINAGE PROFILES PLAN REF.NO. DP142 SHEET 195 OF 887 SHEETS N �yT� W CM Lu 0 FILE NAME c:lpwworkinglnai\_xjzigweid\d0321992\C8811_PR_DH01.dgn D. FRS Z,cj ��oFwas�� %, stt � �s Fc �� I /I s '��L �� P.E. STAMP BOX DATE P.E. STAMP BOX DATE WO Washington State Department of Transportation 1-405/SR167 INTERCHANGE DIRECT CONNECTOR I I PLAN REF.NO. DH01 TIME 8:11:30 AM RENIION o. STATE FED.AID PROJ.NO. DATE 7n8iza19 10 WAS PLOTTED BY JeffZ DESIGNED BY J. TURCOTT JOB NUMBER SHEET 196 887 SHEETS ENTERED BY E. JACKSON REV. 1 - RFI 0372 7117/19 CHECKED By J. ZIGWEID REV. 0 - RFC 6/16/17 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV. A - FINAL REVIEW 4/14/17 DRAINAGE DITCH PROFILE REGIONAL ADM. L. ENG REVISION DATE By N �yT� W CM I r) Lu I— WIDT RFVFI FKin SECTION Tl1C !1C 1. ". - ION CONSTRUCTION GEOTEXTILE FOR BEVEL END SECTION SEPARATION \ TO MATCH SLOPE LENGTH 1' (SEE NOTE 1) NOTE• TOP OF BANK 1. LINE OPPOSITE BANK OR TOP OF TO ACHIEVE LENGTH OUTFALL OR END OUTFALL PROTECTION. PROTECTION AT TOP OF BANK. ROCK OUTFALL PROTECTION N.T.S. STRUCTURE NOTE ROCK TYPE WIDTH 'A' (FT) WIDTH 'B' (FT) LENGTH (FT) DR08-3 QUARRY SPALLS 3 8 8 DR08-7 QUARRY SPALLS 3 8 8 DR10-2 QUARRY SPALLS 3 8 8 DR10-6 QUARRY SPALLS 4.5 9 8 DR10-15 QUARRY SPALLS 4.5 9 8 DR12-1 QUARRY SPALLS 3 8 8 DR12-3 QUARRY SPALLS 4.5 9 8 DR12-27 QUARRY SPALLS 3 8 8 DR13-43B QUARRY SPALLS 1.5 8 8 DR10A-4 QUARRY SPALLS 4.5 9 8 DR12-44B QUARRY SPALLS 1.5 8 8 DR10-37 QUARRY SPALLS 1.5 8 8 F-*'*FACING FACING TRAFFIC TRAFFIC l I UNIQUE ID # WSDOT COMPOST AMENDED BIOFILTRATION SWALE UNIQUE ID # 15' 6" DEEP CSBC, PER WSDOT GEOTEXTILE STD. SPEC. 9-03.9(3), COMPACTED TO MIN.95% DENSITY POND MAINTENANCE ACCESS ROAD DETAIL N.T.S. FACING TRAFFIC WSDOT TrAf MEDIA FILTER DRAIN UNIQUE ID # POND STICKER CABS STICKER MFD STICKER NOTE: 1. SEE STD. PLAN M-24.65-00 AND S D. PLAN M-24.66-00 FOR ADITIONAL MARKING REQUIREMENTS �� � �� WSDOT STORMWAT N.T.S. FILE NAME c:\pwworking\nal\_xjzlgweld\d0321992\C8811_DE_DD01.dgn TIME 10:41:19 AM REDO N-STATE--FED.AID PRO DATE 5/15/2020 REV. 3 - RF10393 5/15120 10 WASH PLOTTED BY Jeffz REV. 2 - RF10391 3/06/20 DESIGNED BY J. TURCOTT REV. 1 -RELEASE OF NFC 6/16117 JOB NUMBER ENTERED BY E. JACKSON REV. B -FINAL REVIEW 4/14/17 CHECKED BY J. ZIGWEID REV. 0 - RFC 4/11117 CONTRACT NO. C8811 LOCATION NO. PROD. ENGR. C. CHEN REV. A - PRELIMINARY REVIEW 1/27/17 REGIONAL ADM. L. ENG REVISION DATE BY STORM LUMINAIRE FOUNDATION GRAVEL BACKFILL SPECIAL PIPE BACKFILL DETAIL N.T.S. A Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE DD01 DIRECT CONNECTOR SHEET 197 OF 887 DRAINAGE DETAILS SHEETS N TM MMW t'J IT r) Lu WIDTH 'A' BEVEL END SECTION TOE OF 1' TO MATCH SLOPE SLOPE THICKNESS BEVEL END SECTION TO MATCH SLOPE THIC NOTE: 1. LINE OPPOSITE BANK TO ACHIEVE LENGTH OR END OUTFALL PROTECTION AT TOP OF BANK. OUTLET PROTECTION CONSTRUCTION GEOTEXTILE FOR SEPARATION LENGTH E NOTE 1) TOP OF BANK OR TOP OF OUTFALL PROTECTION. ROCK OUTFALL PROTECTION N.T.S. Sl tT Jt4sotA NOV 13 2019'Y`f SEO FOR'014vi00llON RELEA AS=BUILT R-3Ql22 FILE NAME c:\pwworking\nai\_Xjzigweid\d0321992XC8811_DE_DD145A.dgn TIME 1:21:57 PM REGION I STATE FED.AID PROJ.NO. �` D Zrc PLAN REF NO DATE 1v1v2o19� oswas _ 1-405 / SR 167 INTERCHANGE DD145A PLOTTED BY JeffZ 10 was = DIRECT CONNECTOR DESIGNED BY J. TURCOTT aoe NUMBER o Washington State SHEET ENTERED BY A. MAILLOUX CHECKED BY J. ZIGWEID REV. 1 - RF10386 11/12/19 CONTRACT NO. LOCATION NO. �s �c1ST� ���� Department of Transportation 2OF 08 PROD. ENGR. C. CHEN REV. 0 - RF10256 4/6/18 0 1 REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOx (DAP.E. STAMP eox DATE DRAINAGE DETAILS $$TS N T 00 Lu """"' II o (2) EXISTING 36" CULVERTS (IE APPROX. ,✓ 9MPAC �� „z�'` LIMITED ACCESS � 15.5)TO BE DEACTIVATED F_-_- BF �� LIMIT RIGHT OF WAYS ST/,236+27:49(118.1�LT� j (TYP)o - TREAM STA. 27+34.33 (9.33' ITT)t~O I r EX)STING � XIBTING 16" WATER I BEGIN (2) 36" tic 7VIANFfiOLE�I`YP1= 11='180'� s SEESbIE€T-0 9� I IT .SEE � NOTE 2. � PROPOSED O I BE DEACTIVATED OR REMOVED � I CPEP CULVERTS r STREAM STA. 31+49.10 3 �y N IT�J SEE w Iw - - :v �v w --0 - (8.18' RT) IE=17.0Oi 6p '@`UCVER°I' P.I. # Ci NOTE 2. EE BEDO � DETAIL SHEET DD8 A F 19TH--S� 5.,- m---u S ---.SW - 27 FILE NAME c:\pwworkinglnail_xjzigweid\d0321992XC8811_DE_DD76.dgn TIME 11:17:53 AM REGION STATE FED.AID PROJ.NO. a�PN na rG� J. PLAN REF NO DATE 7/9/2018 10 WAS o�. �C Syl���n� I-405 / SR 167 INTERCHANGE DD76 PLOTTED BY JZigweid REV 2 - RFI 0286 719/18 DIRECT CONNECTOR DESIGNED BY J. ZIGWEID REV 1 - RFI 0282 06/11/18 JOB NUMBER - Washington State SHEET ENTERED BY N. JAMES REV 0 -RFC 07/6/17 0 39774 222 CHECKED BY J. TURCOTT REV B -FINAL REVIEW 05/26/17 CONTRACT NO. LOCATION NO. �s ��CISTEe� ��� Department of Transportation OF PROJ. ENGR. C. CHEN REV A -PRELIMINARY REVIEW 03129/17 s/ONAL 7/9118 STREAM RESTORATION 887 REGIONAL ADM. L. ENG REVISION DATE gy C8811 P.E. STAMP BOX DATE P.E. STAMP BOX DATE PLAN AND PROFILE SHEETS (154.64 + CCU 010 T 712A1 0 CC \A/ RA GENERAL NOTES: 1. SEE ROADWAY SHEETS PR01-PR03 AND RS01 FOR DITCH PROFILE AND CROSS-SECTION INFORMATION. SEE SHEET DD145 FOR DITCH STABILIZATION DETAILS. JqTk�ti *44,l QP019 �> Ns��c �N 0 25 50 SCALE IN FEET -----1 --------- LEGEND WSDOT LIMITED ACCESS ' RIGHT-OF-WAY X 14TH ST RIGHT-OF-WAY 11 ' O DRAINAGE STRUCTURE ID cl w yl — G CONTINUED DRAINAGE STRUCTURE ID _ —i_ c s c S G _ S'S — w = i� _ w ��—_____ EXISTING STORM SEWER PIPE �� H ST ST — PROPOSED STORM SEWER PIPE �� of ���` " � w;— UD UD— UNDERDRAIN PIPE — DP — DP — PROPOSED DRAIN PIPE ❑ PROPOSED CATCH BASIN m PROPOSED GRATE INLET O MANHOLE EXISTING DRAINAGE DITCH AS -BUILT > PROPOSED DRAINAGE DITCH EXISTING STORM TO BE REMOVED OR ABANDONED FILE NAME c:\pwworkinglnailex-andersjdkd0321992\C8811_DE_DD141.dgn TIME 3:15:22 PM RENO. STATE FED.AID PROJ.NO. \ \\ \ f / l PLAN REF NO DATE 3/10/2017 70 was ��o�a ����a 1-405 / SR 167 INTERCHANGE DD141 PLOTTED BY janderson DESIGNED BY J. TURCOTT JOB NUMBER — TWO DIRECT CONNECTOR Washington State SHEET ENTERED BY E. JACKSON REV 0 -RFC 3/10/17 3e714 239 CHECKED BY J. ANDERSON REV B -FINAL REVIEW 2/8/17 CONTRACT NO. LOCATION NO. cISTER� \ Department of Transportation OF PROJ. ENGR. C. CHEN REV A -PRELIMINARY REVIEW 12/20/16 1 ()� �, e, 3/10/17 887 c8811 DATE DATE DRAINAGE DETAIL - S. 14TH STREET SHEETS REGIONAL ADM. L. ENG REVISION DATE I BY P.E. STAMP BOX P.E. STAMP BOX N �yT� W CM I LLI G 0 F- w w w 1:co w 0 v W Z 2 H SEC.19 T.23N. R.5E. W.M. — S — — S — — S — - - - S — _ �BOLLARDSs-- s--S --s— =sw --w--w--w— —w —s — w — w _ w,—— w --w"— —w_ I DAYLIGHT PIPE TO DITCH PROPOSED 20" OPL PROPOSED SANITARY NOISE WALL / BY OTHERS ^l SEWER BY OTHERS • • • • • �� n LI • • • • _ _ • e INS car = ;i CLEANOUT AND DRAIN PIPE. SEE 7 DITCH / GENERAL SEE NEW WATER PIT NOTE 2. GENERAL SEE HEET UTD02. / NOTE 1 (TYP.) 3/I ; NE FIRE HYDRANT ASSEMBLY I Ij CONTRACTOR TO EXPOS o" x EXISTING STORM PIPE AND DAYLIGHT TO DITCH I' _ __ c / 4/ - - -...--...........- S�T'�w _ c MEAN �� w w N O O O w o —v�—`�— — 9 DITCH-- S uj Z S J \t—DAYLIGHT PIE / TO DITC LINE:: DITCH VI(ITH 1O-FT RR ICKp}5 .......: - X _ _ S q... - c')' g I ~ I I �T%r/NS �Fl FFB2� 04t rT 004, FILE NAME c:\pwworking\nai\_x_grimando\d0321992\C8811_DE_DD142.dgn TIME 9:39:18 AM RENo N STATE FED.AID PROJ.NO. DATE 2/20/2019 10 WAS PLOTTED BY grimando REV 2 - RF10253 2/20/19 DESIGNED BY J. TURCOTT REV 1 - RF10256 4/6118 JOB NUMBER ENTERED BY A. MAILLOUX REV 0 -RFC 3/10/17 CHECKED BY J. ZIGWEID REV B -FINAL REVIEW 2/8117 CONTRACT NO. —8811 LOCATION NO. PROJ. ENGR. C. CHEN IREV A -PRELIMINARY REVIEW 1 12/20/16 REGIONAL ADM. L. ENG I REVISION I DATE BY DATE Box GENERAL NOTES: 1. SEE ROADWAY SHEETS PR01-PR03, RS01, AND DP141 FOR DITCH PROFILE AND CROSS-SECTION I T2. LOCATE EXISTING DRAIN PIPES, INSTALL CLEANOUT DD142-1 PER C.O.R. STD. PLAN 225.10 AND CONNECT TO DD142-4. AS -BUILT MA ' -- Washington State Department of Transportation 0 25 50 SCALE IN FEET LEGEND WSDOT LIMITED ACCESS RIGHT-OF-WAY 14TH ST RIGHT-OF-WAY ODRAINAGE STRUCTURE ID DRAINAGE STRUCTURE ID 1 CONTINUED - ST ST EXISTING STORM SEWER PIPE —ST—ST— - PROPOSED STORM SEWER PIPE UD UD — - UNDERDRAIN PIPE — DP — DP — - PROPOSED DRAIN PIPE ❑ PROPOSED CATCH BASIN m PROPOSED GRATE INLET 0 MANHOLE > _ - EXISTING DRAINAGE DITCH > - PROPOSED DRAINAGE DITCH EXISTING STORM TO BE REMOVED OR ABANDONED PLAN REF NO 1-405 / SR 167 INTERCHANGE DD142 DIRECT CONNECTOR SHEET 240 OF DRAINAGE DETAIL - S.14TH STREET asTS _-GPJoP__GP_��P_OF-pp—�_�� I, 11 c� 1 I I � I •. � LINE DITCH WITH QUARRY SPALLS 1-FT THICK ti I I dl' NEW 8" WATER SEE SHEET UTD03�—OT4��� -�rAL4wr- ST SEC.19 T.23N. R.5E. W.M. oo 1 \ i�Oe 01 \ I V4 / \ oI4� \ \ I NOISE WALL °A \0 r PROPOSED 20" OPL \ BY OTHERS 000 0 �4S W W W W W S —zS-- — DITCH �� .. 01 I H IMPACT LIMIT \ �• PER DIRECT °A \� CONNECT ENVIRONMENTAL PERMITS. �� c CATCH BASIN AND STORM SEWER PIPE ABANDONED PER q WSDOT SPEC. \ �� BOLLARDS OA �6 s � s S SAS l� 1L--------—------ ------------- I oq 3 ?4 ^ — — — — — X E DITCH WITH I 0QUARRY SPACESDITCH- 1-FT THICKSEE .o II \° GENERAL w f l l �l _ —_ O p i 8 /DI�l PROPOS D SANITARYI;l SEWER BY OTHERS ]' I I I Y? 01i I I I -o l d I I,' ) AS -BUILT I~ LU w O ILu w co I� V v w z ATKINSON GENERAL NOTES: 1. SEE ROADWAY SHEETS PR01-PR03, RS01, AND DP141 FOR DITCH PROFILE AND CROSS-SECTION INFORMATION. GEC 202019/z7vv RELEASED FOR CONSTRUCTION 0 25 50 SCALE IN FEET LEGEND WSDOT LIMITED ACCESS RIGHT-OF-WAY 14TH ST RIGHT-OF-WAY ODRAINAGE STRUCTURE ID DRAINAGE STRUCTURE ID 1 CONTINUED - ST — — ST— - EXISTING STORM SEWER PIPE — ST ST — PROPOSED STORM SEWER PIPE — UD UD — UNDERDRAIN PIPE —DP—DP— PROPOSED DRAIN PIPE ❑ PROPOSED CATCH BASIN m PROPOSED GRATE INLET O MANHOLE - - EXISTING DRAINAGE DITCH >— - PROPOSED DRAINAGE DITCH - EXISTING STORM TO BE REMOVED OR ABANDONED FILE NAME c:lpwworking\nai\_xjzigweid\d0321992XC8811_DE_DD143.dgn ` 1) % AS0 ISTER� . ° t. DATE P.E. STAMP eoz DATE P.E. STAMP Eox Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO DD143 TIME 2:08:59 PM REV 5 - RF10321 12/18/19 REGION O. STATE FED.AID PROJ.NO. DATE 12I18/2019 REV 4 - RFI0253 2/20/19 10 WASH PLOTTED BY Jeflz REV 3 - RF10256 4/6118 DESIGNED BY J. TURCOTT REV 2 - RF10212 AND RF10215 2/19118 roe NUMBER SHEET 241 OF 887 SHEETS ENTERED BY A. MAILLOUX REV 1 - RFI0190 1/3/18 CHECKED BY J. ZIGWEID REV 0 - RFC 3/10117 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV B -FINAL REVIEW 2/8/17 DRAINAGE DETAIL - S. 14TH STREET REGIONAL ADM. L. ENG REVISION DATE BY N Y_ MMW t'J 0 o�N co v CULVERT 48 ,- O Oq \ h oq ° ♦ \ ti I ROCK FOR ERO ION PROTECTION CL S ,° I r IMPACT LIMIT \ B ON EXISTING PER DIRECT \ RIP -RAP SLOPE. CONNECT °q\ EXTEND TO TOE F ENVIRONMENTAL ` SLOPE. , / / \ PERMITS. PROPOSED 20'j OPL 1 \ ' 0 4V 2 �, . 'o \ J APPROXIMATE LIMITS OF CLEARING AND GRADING FOR SEWER AND OPL INSTALLATION SEC.19 T.23N. R.5E. W.M. Q, BIOLVARDS O 7° v \ - \ P V 3 DITCH I — $� � / _ �I Jo\ \ A PROPOSED SANITAR N h" NE12" ? oq \ \ G WER BY OTHERS / ; °>'1 /,i CU4VERl -W I 'h s INSTALLED RF _ \O >o` \ o CG — CG / .� I•I 1, `, WITH SANITARY ,� — e�.� q< dP, _ o — �� —� �l SgWER ° • . o o ( OTHERS). °q o 0 hFy \ I \°q' \ o \ I 6I I ��• 'AP—�k I, ' I • OP OP— _ OP 0 25 50 �Q 1 �/ I \ \ \ • •°o to k _ SCALE IN FEET \ ( , �\ �� III l .I � �� OP W, /•! it s \.\ •' X 5a LEGEND WSDOT LIMITED ACCESS 1 / v � 1 \ 1 �k _\� S RIGHT-OF-WAY 14TH ST RIGHT-OF-WAY i j•� \ \ \ \ Is — oP — _ op O DRAINAGE STRUCTURE ID DRAINAGE STRUCTURE ID q 1 / v ~•1 °q\ \\ ° • \ ss CONTINUED l d,�v \ \\ \ ` �\ \ _ S — — — Sr Sr EXISTING STORM SEWER PIPE I • % °q 1 °q ` \oq\\�w /�,� •\\° 1 \oq \\ \ ST ST— - PROPOSED STORM SEWER PIPE q q I UNDERDRAIN PIPE AS -BUILT — DP — DP — - PROPOSED DRAIN PIPE ❑ PROPOSED CATCH BASIN m PROPOSED GRATE INLET O MANHOLE EXISTING DRAINAGE DITCH > - PROPOSED DRAINAGE DITCH EXISTING STORM TO BE REMOVED OR ABANDONED TIME 10:06:49 AM REV 4 - RF10316 9/13/18 REGION NO. STATE FED.AID PROJ.NO. �� D ��/.' \ ° as \ o 577 w l'S, �C Q u. F 9113/18 DATE P.E. STAMP eoz DATE P.E. STAMP Eox TWO Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO DD144 DATE 9/13/2018 REV 3 - RF10256 4/6/18 10 WAS PLOTTED BY JZigweid REV 2 - RF10212 AND RF10215 2/19/18 DESIGNED BY J. TURCOTT REV 1 - RFI 0190 1/3/18 aoe NUMBER SHEET 242 OF 887 SHEETS ENTERED BY A. MAILLOUX REV 0 -RFC 3/10/17 CHECKED BY J. ZIGWEID REV B -FINAL REVIEW 2/8/17 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 12/20/16 DRAINAGE DETAIL - S. 14TH STREET REGIONAL ADM. L. ENG REVISION DATE BY Mill. PLAN 7 FT. (PIPE DIA. PLUS 6 FEET) 12 INCH PIPE EDGE OF PAVEMENT SECTION / LIMIT OF ROCK LINING. 1.5 FT MIN. 0.8 FT I /, 6" THICK MIN. QUARRY SPALLS PER WSDOT STD. SPEC. 9-13.1(5) CONSTRUCTION GEOTEXTILE FOR SEPARATION ° °O v ROCK FOR EROSION AND ROCK EROSION PROTECTION FOR DITCHES- NOT USED y 0 O 0 o O O SCOUR PROTECTION, N.T.S. 2 FEET THICK ° (SEE NOTE 2). END VIEW CONSTRUCTION GEOTEXTILE NOTES' FOR SEPARATION 1. DETAIL BASED ON FIGURE 4.2.2.A, 2017 C.O.R. SURFACE WATER DESIGN MANUAL. 2. ROCK FOR EROSION AND SCOUR PROTECTION SHALL BE CLASS B PER WSDOT STD. SPEC. 9-13.4(2). PIPE DISCHARGE PROTECTION -NOT USED N.T.S. ATKINSON APR 0 9 2018 i�SfA RELEASED FOR CONSTRUCTION PLAN t a0�0000000��0 6-1/4.. 5/81, 1 18" x 22" SECTION A -A NOTES: 1. MATERIAL: DUCTILE IRON ASTM A536, CL 80-55-06. 2. SEE STD. PLAN B-30.10-01 FOR FRAME. 3. PROVIDE TWO 5/8" DIAMETER STAINLESS STEEL ALLEN BOLTS COUNTER SUNK FLUSH WITH COVER. LOCKING BEEHIVE GRATE N.T.S. AS —BUILT FILE NAME c:\pwworking\nai\_Xjzigweidkd0321992XC8811_DE_DD145.dgn \ \ t('a $/�rG�� c �. '��T a � � � — '0 39774 w CISTER� G�� rJ� u, e� 4/6/18 DATE P.E. STAMP BOX DATE P.E. STAMP Box Washington State Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO DD145 TIME 9:51:33 AM RENO. STATE FED.AID PROJ.NO. 01 DATE 18 10 WAS JZig PLOTTED BY JZigweid REV 2 - RFI0256 4/6/18 DESIGNED BY J. TURCOTT REV 1 - RF10190 1/3118 JOB NUMBER SHEET 243 OF 887 SHEETS ENTERED BY A. MAILLOUX REV 0 -RFC 3/10/17 CHECKED BY J. ZIGWEID REV B -FINAL REVIEW 2/8117 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 12/20/16 DRAINAGE DETAIL - S. 14TH STREET REGIONAL ADM. L. ENG REVISION DATE BY N T 00 CM I 0 i LLI LANDSCAPE LEGEND PLANT MIX S - EROSION CONTROL SEED MIX SYMBOL ITEM LBS OF PURE LIVE SEED PER ACRE VARIETY OF SEED IN MIXTURE PERENNIAL RYE (LOLIUM PERENNE) 60.0 RED FESCUE (FESTUCA RUBRA SSP. RUBRA 17.0 TOTAL 77.0 NOTES: 1 1. SEE DETAIL 1/LD01 AND SPEC SECTION 8-01.3(2)A FOR SEEDED AREA PREPARATION. 2. EROSION CONTROL SEED SHALL BE APPLIED USING A TWO -PASS PROCESS. THE FIRST PASS SHALL INCLUDE THE SEED AND A TRACER, ENSURING EVEN DISTRIBUTION OF THE SEED OVER THE FULL GROUND AREA. THE SECOND PASS SHALL CONSIST OF THE MULCH AND TACKIFIER, IF SPECIFIED. THE CONTRACTOR SHALL ENSURE THAT SOIL IS FULLY COVERED WITH THE MULCH, PROVIDING COMPLETE EROSION CONTROL. 3. SEE PLANTING NOTE 15 ON SHEET LD02 FOR FERTILIZER SPECIFICATIONS. 4.HYDROSEED MULCH SHALL BE SHORT-TERM MULCH APPLIED AT A RATE OF 2,500 POUNDS PER ACRE AND PER REQUIREMENTS OF 8-01-3(2). 5. FOR SEEDING AREAS NEAR ROADWAY PAVING, SEED TO WITHIN 18" OF EDGE OF PAVEMENT. PLANT MIX RE - REMEDIAL ENHANCEMENT MIX SYMBOL ITEM % MIX =_= TREES - 12' O.C. SPACING, TYP. DOUGLAS FIR 5% INCENSE CEDAR 5% == SHRUBS-- 4' O. SP C G �TY. == WHITE ROCKROSE 30% SNOWBERRY 30% BURNING BUSH 30% NOTES: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. PLANT MIX T -TREES FOR TREE WELLS SYMBOL ITEM % MIX TREES - INCENSE CEDAR 33.3% ( OREGON OAK 33.3% O° SHORE PINE 33.3% NOTES: 1. SEE DETAIL 1B/LD01 FOR TREE PIT AREA PREPARATION AND DETAIL 3/LD01 FOR PLANT INSTALLATION. 2. REFERENCE SHEET RW02 FOR LANDSCAPE ECOLOGY BLOCK WALL DETAIL (TREE WELL IS AREA BEHIND WALL) 3. PLANT TREE T BEHIND BLOCKWALL PLANT MATERIAL LIST MIX RE MIX RT MIX T TOTAL COMMON NAME BOTANICAL NAME SIZE REMARKS 1 TREES 25 45 7 77 INCENSE CEDAR CALOCEDRUS DECURRENS 4' HT 7 FOR MIX T, 37 FOR MIX RT, UNSHEARED 6 6 OREGON OAK QUERUS GARRYANA 4'HT 7 7 SHORE PINE PINUS CONTORTA V. CONTORTA 4' HT UNSHEARED 25 45 70 DOUGLAS FIR PSEUDOTSUGA MENZIESII 4' HT MIX RT, UNSHEARED MIX RE MIX RC NEW MIX RC INFILL TOTAL SHRUBS 72 47 119 VINE MAPLE ACER CIRCINATUM 24" HT. GROUPS OF 1-3 72 47 119 AUTUMN FIRE COTONEASTER COTONEASTER SALICIFOLUS 'AUTUMN FIRE' 1 GAL. GROUPS OF 1-5 72 47 119 BEARBERRY COTONEASTER COTONEASTER DAMMERI 1 GAL. INFILL BETW. SHRUB GROUPS 150 150 BURNING BUSH EUONYMUS ALATUS 18" HT. GROUPS OF 1-5 72 47 119 NOOTKA ROSE ROSA NUTKANA 18" HT. GROUPS OF 1-5 72 47 119 PACIFIC WAX MYRTLE MYRICA CALIFORNICA 2 GAL. GROUPS OF 1-5 72 47 119 FRAGRANT SUMAC RHUS AROMATICA 1 GAL. GROUPS OF 1-5 72 47g26 SERVICEBERRY AMELANCHIER ALNIFOLIA 1 GAL. GROUPS OF 1-5 150 7247SNOWBERRY SYMPHORICARPUS ALBUS 12" HT. GROUPS OF 1-5 72 47THIMBLEBERRY RUBUS PARVIFLORUS 1 GAL. GROUPS OF 1-5 150 7247WHITE ROCKROSE CISTUS X HYBRIDUS 12" HT. GROUPS OF 1-5 72 47 119 WILD MOCK ORANGE PHILADELPHUS LEWISII 12" HT. GROUPS OF 1-5 PLANT MIX RC - REMEDIAL CORRIDOR !Oi•OOi ••••♦ ►000•� AUTUMN FIRE COTONEASTER 9.09% !000•� SOOT:NOOTKA ROSE• " ••..� PACIFIC 909% !000•� l000•� FRAGRANT SUMAC 9.09% !p•�❖� SERVICEBERRY . i0•iii ••••� i•OOOi i•OOOi I SNOWBERRY 90 9 � ' ►000•� l000•� i !••.• VINE MAPLE 9.09% !•ppp ••••• ►❖.❖, WHITE ROCKROSE 9.09% !000•� !000•� l000•� WILD MOCK ORANGE 9.09% !Oi'O•� SEEDING '00•p� WILD FLOWER NOTES: 1. SEE DETAIL 2/LD02 FOR PLANTING PIT DETAIL TO BE USED FOR ALL NEW PLANT MIX RC AREAS 2. SEE DETAIL 3 /LD02 FOR INTERPLANTING DETAIL TO BE USED FOR ALL INFILL PLANT MIX RC AREAS. INFILL QUANTITIES DO NOT INCLUDE GAPS OR DEAD PLANT REPLACEMENT WITHIN EXISTING SHRUB GROUPINGS. ACTUAL QUANTITIES MAY REQUIRE ADJUSTMENT TO ACCOUNT FOR THESE. NOTES: 1. SPECIFICATIONS FOR SIZE AND CONDITION ARE MINIMUM. 2. ABBREVIATIONS: B&B = BALLED AND BURLAPPED CONT. = CONTAINER HT. = HEIGHT O.C. = ON CENTER SPR.= SPREAD PLANT MIX RT -REPLACEMENT TREES SYMBOL ITEM % MIX TREES - \ \. DOUGLAS FIR 50% \ \ INCENSE CEDAR 50% NOTES: 1. SEE DETAIL 3/LD01 FOR TREE INSTALLATION. 3. SEE DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. 4. FOR WILD FLOWER MIX CONFORM TO SP 8-01.3(2)B.OPT9.LSP.DT1 FILE NAME c:\pwworking\nai\ex-phanlXd0321992\C8811_PS_LSO.dgn TIME 4:19:38 PM REGION O. STATE FED.AID PROJ.NO. DATE 12/11/2017 REV 1 - RFC-PKG. 6D 12111/17 10 WAS PLOTTED BY LaniP REV D -FINAL REVIEW-PKG. 6D 06/09/17 DESIGNED BY C. PETERSEN REV C -PRELIM. REVIEW-PKG. 6D 04/05/17 JOB NUMBER ENTERED BY L. PHAN REV 0 - RELEASED FOR CONSTRUCTION 02/08/17 CHECKED BY C. PETERSEN REV B -FINAL REVIEW 12/09/16 CONTRACT NO. C8811 LOCATION NO. PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/31/15 REGIONAL ADM. L. ENG REVISION DATE BY ATKINSON DEC 12 Z017 RELEASED FOR CONSTRUCTION AS=BUILT OF WAS J\ STD Y F� T TAP �r Washington State .9**** ExP.06I�\ti�`� _�I_I Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE LSO DIRECT CONNECTOR SHEET 261 OF 88 LANDSCAPE DETAILS SHEETS N T 00 CM 1 I 0 LLI I— LANDSCAPE LEGEND PLANT MIX CA - CORRIDOR PLANT MIX CA SYMBOL ITEM % MIX TREES - 12' O.C. SPACING, TYP DOUGLAS FIR 8% SHORE PINE 3% SHRUBS - 4' O.C. SPACING, TYP MOCK ORANGE 22.25% NOOTKA ROSE 22.25% VINE MAPLE 22.25% RED FLOWERING CURRANT 22.25% NOTES: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. 2. THIS MIX FOR USE WITHIN 10,000 FT.OF RENTON AIRPORT OPERATIONS AREA. PLANT MIX C -CORRIDOR PLANT MIX SYMBOL ITEM % MIX k� k� TREES - 12' O.C. SPACING, TYP tiy1y1 DOUGLAS FIR 8% Svh).tihfti� SHORE PINE 3% SHRUBS - 4' O.C. SPACING, TYP stihstihsti INDIAN PLUM S�'hltihlti� MOCK ORANGE a�ka�ka�� NOOTKA ROSE RED ELDERBERRY ata kai� RED FLOWERING CURRANT SERVICEBERRY 11.1°k SNOWBERRY 5 N5 VINE MAPLE NU I E5: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. PLANT MIX V -VINES SYMBOL ITEM ■ ■ ■ ■ ■ ■ ■ 1 BOSTON IVY 'VEITCHII' NOTE: SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION AND DETAIL 1/LD02 FOR VINE INSTALLATION. PROVIDE FULL BARK MULCH COVERAGE. PLANT MIX T -TREES AND HYDROSEED MIX SYMBOL ITEM % MIX TREES - 12' O.C. SPACING, TYP DOUGLAS FIR 75% SHORE PINE 25% SEED SEEDING FERTILIZING ,& MULCHING (MIX S NU I tJ: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. 2. PROVIDE 4' DIA MULCH RING AROUND EACH TREE PER NOTE 1 ON DETAIL 3/LD01 AND SEED ALL AREAS BETWEEN MULCH RINGS. PLANT MATERIAL LIST QUANTITIES COMMON NAME BOTANICAL NAME SIZE ROOT CONDITION REMARKS MIX C Ma,.QA MIX CS MIX CSA MIX LS MIX WT1 MIX G TOTAL TREES 179 1,745 1,924 DOUGLAS FIR PSEUDOTSUGA MENZIESII 24" HT NO. 2 CONT. OR B.R. UNSHEARED 68 662 5 5 730 SHORE PINE PINUS CONTORTA VAR. CONTORTA 24" HT NO. 2 CONT. OR B.R. UNSHEARED 103 103 PACIFIC WILLOW SALIX LUCIDA SSP. LASIANDRA 24" HT NO. 1 CONT. 5 SHRUBS 248 1 3,160 427 250 5 4,085 VINE MAPLE ACER CIRCINATUM 24" HT NO. 1 OR 2 CONT. OR B.R. GROUPS OF 1-3 248 427 7 SERVICEBERRY AMELANCHIER ALNIFOLIA 18" HT NO. 1 CONT. GROUPS OF 1-3 248 5 427 5 nps7 INDIAN PLUM OEMLERIA CERASIFORMIS 18" HT NO. 1 CONT. GROUPS OF 3-7 248 67,540 427 250 1,403 8,868 1 MOCK ORANGE PHILADELPHUS LEWISII 18" HT NO. 1 CONT. GROUPS OF 3-7 248W6,54O 427 250 1,403 5,488 RED FLOWERING CURRANT RIBES SANGUINEUM 18" HT NO. 1 CONT. GROUPS OF 3-7 248427 250 1,403 8,ii 868 NOOTKA ROSE ROSA NUTKANA 18" HT NO. 1 CONT. GROUPS OF 3-7 103 103 SITKA WILLOW SALIX SITCHENSIS 18" HT NO. 1 CONT. GROUPS OF 3-7 248 427 675 RED ELDERBERRY SAMBUCUS RACEMOSA 18" HT NO. 1 CONT. GROUPS OF 3-7 248 427 675 SNOWBERRY SYMPHORICARPOS ALBUS 18" HT NO. 1 CONT. GROUPS OF 3-7 VINES & GROUNDCOVERS 600 VEITCHII BOSTON IVY PARTHENOCISSUS TRICUSPIDATA 'VEITCHII' NO. 1 CONT. 5' O.C. SPACING 5 5.2 AC. PLANT MIX S SEE LANDSCAPE LEGEND 0.47 AC. I PLANT MIX WF SEE LANDSCAPE LEGEND PLANT MIX CSA -CORRIDOR SHRUB PLANT MIX CSA SYMBOL ITEM % MIX SHRUBS - 4' O.C. SPACING, TYP MOCK ORANGE 25% NOOTKA ROSE 25% VINE MAPLE 25% RED FLOWERING CURRANT 25% NU I Lb: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. 2. THIS MIX FOR USE WITHIN 10,000 FT.OF RENTON AIRPORT OPERATIONS AREA. PLANT MIX CS -CORRIDOR SHRUB PLANT MIX SYMBOL ITEM % MIX SHRUBS - 4' O.C. SPACING, TYP INDIAN PLUM 12.5% MOCK ORANGE 12.5% NOOTKA ROSE 12.5% RED ELDERBERRY 12.5% RED FLOWERING CURRANT 12.5% SERVICEBERRY 12.5% SNOWBERRY 12.5% VINE MAPLE 12.5% IV U 1 t a: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. PLANT MIX WF -WILDFLOWER SEED MIX SYMBOL ITEM LBS OF PURE LIVE SEED PER ACRE VARIETY OF SEED IN MIXTURE: CALIFORNIA POPPY (ESCHSCHOLTZIA CALIFORNICA) CREEPING RED FESCUE (FESTUCA RUBRA SSP.COMMUTATA) SHEEP FESCUE (FESTUCA OVINA) DOUGLAS ASTER (ASTER SUBSPICATUS) RIVERBANK LUPINE (LUPINUS RIVULARIS) PERENNIAL RYEGRASS (LOLIUM PERENNE) TOTAL: 6.0 17.0 20.0 1.0 16.0 20.0 80.0 NOTES: 1. GROWING MEDIUM SHALL BE 4" DEPTH (6500 LBS./AC.) PROGANICS BIOTIC SOIL MEDIA APPLIED OVER EXISTING SANDSTONE. 2. WILDFLOWER SEED MIX SHALL BE APPLIED USING A TWO -PASS PROCESS.THE FIRST PASS SHALL INCLUDE THE SEED AND A TRACER, ENSURING EVEN DISTRIBUTION OF THE SEED OVER THE FULL GROUND AREA. THE SECOND PASS SHALL CONSIST OF THE MULCH AND TACKIFIER, IF SPECIFIED. THE CONTRACTOR SHALL ENSURE THAT SOIL IS FULLY 1. PROVIDE WEED PERCOVERED WITH THE MULCH, PROVIDING COMPLETE EROSION CONT�ROL�.` 3. SEE PLANTING NOTE 15 FOR FERTILIZER SPECIFICATION. - Q` r I�IJ�/� SHT. D02 PRIOR PLANPER TO ENNCONTROTERPLANT NG PLANTI NG DETAIL OT2 SDOON 4. HYDROSEED MULCH SHALL BE FLEXTERRA HP-FGM APPLIED AT A RATE• v ON 2. INSTALL OF 6,500 POUNDS PER ACRE MINIMUM OR APPROVED EQUAL. rVAA, IESiA RFI'F �I 3 202p FOR cpNST AS=BUILT RUCrION R - NOTES: 1. SPECIFICATIONS FOR SIZE AND CONDITION ARE MINIMUM. 2. ABBREVIATIONS: B&B = BALLED AND BURLAPPED HT.= HEIGHT B.R. = BARE ROOT O.C. = ON CENTER CONT. = CONTAINER SPR. = SPREAD NOTES: 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION LAYOUT AND DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND INSTALLATION. PLANT MIX WT1 - WETLAND MIX 1 SYMBOL ITEM % MIX TREES - T O.C. SPACING, TYP PACIFIC WILLOW 50% SHRUBS - T O.C. SPACING, TYP SITKA WILLOW 50% FILE NAME c:lpwworkinglnai\_x_cpetersenld03219921C8811_PS_LSOA.dgn DATE P.E. STAMP BOX °FN ESH/� qSr� Cwro v ' 20° 9B F11 06I ♦ SCA PE AR G DATE DATE P.E. STAMP BOX Amok Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLANREF NO LSOA TIME 8:39:54 AM REV 5 - NDC 0385 12/16/19 RENIIO.N STATE FED.AID PROJ.NO. DATE 1/3/2020 REV 4 - RFI 0370 07/09/19 10 WASH PLOTTED BY cpetersen REV 3 - RFC RFI0274 05/09/18 DESIGNED BY L. PHAN REV 2 - RFC SB405 C.O. 05/04/18 JOB NUMBER SHEET 262 OF 887 SHEETS ENTERED BY L. PHAN REV C -FINAL REVIEW SB405 C.O. 02/05/18 CHECKED BY C. PETERSEN REV 1 - RFC RF10132 09/18/17 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV 0 -RELEASED FOR CONSTRUCTION 08/08/17 LANDSCAPE DETAILS REGIONAL ADM. L. ENG I REVISION I DATE I BY N T 00 CM I 0 Lu LANDSCAPE LEGEND RESTORATION SEED MIX SYMBOL ITEM WIS LBS OF PURE LIVE SEED PER ACRE 0 0 0 0 0 �100z VARIETY OF SEED IN MIXTURE: FACU 7.2 BLUE WILD RYE (ELYMUS GLAUCUS) 0 0 REFESCUE (ESTUCA RUBRA) FAC 4.8 0 0 o6z(BROMUS COLUMBIA BROME VULGARIS) FACU 2.4 000 000 REGREEN (STERILE WHEAT) (TRITICOM AESTIVUM X ELYTRIGIA ELONGATA) UPL 2.4 MEADOW BARLEY FACW 2.4 o o (HORDEUM BRACHYANTHERUM) SMALL -FRUITED BULRUSH (SCIRPUS MICROCARPUS) OBL 2.4 000 TUFTED HAIRGRASS FACW 2.4 000 (DESCHAMPSIA CESPITOSA) TOTAL: 24.0 * WETLAND INDICATOR STATUS 1. SEE DETAIL 1/LD01 AND SPEC SECTION 8-01.3(2)A FOR SEEDED AREA PREPARATION. 2. RESTORATION SEED MIX SHALL BE APPLIED USING A TWO -PASS PROCESS. THE FIRST PASS SHALL INCLUDE THE SEED AND A TRACER, ENSURING EVEN DISTRIBUTION OF THE SEED OVER THE FULL GROUND AREA. THE SECOND PASS SHALL CONSIST OF THE MULCH AND TACKIFIER, IF SPECIFIED. THE CONTRACTOR SHALL ENSURE THAT SOIL IS FULLY COVERED WITH THE MULCH, PROVIDING COMPLETE EROSION CONTROL. 3. DO NOT INCLUDE FERTILIZER IN SEED MIX. 4. HYDROSEED MULCH SHALL BE SHORT-TERM MULCH APPLIED AT A RATE OF 2,500 POUNDS PER ACRE AND PER REQUIREMENTS OF 8-01-3(2). RESTORATION MIX TYPE 1 SYMBOL ITEM % MIX OTREES - 8' O.C. SPACING, TYP BLACK COTTONWOOD (1/3 OF MIX) SEE NOTES 3&4 OREGON ASH (113 OF MIX) SEE NOTE 3 RED ALDER (1/3 OF MIX) PACIFIC WILLOW (Y O.C., LIVE STAKE) SEE NOTES 3&4 40% SHRUBS - Y O.C. SPACING, TYP RED -OSIER DOGWOOD (LIVE STAKE) 10% Y Y SITKA WILLOW (LIVE STAKE) 17% EMERGENTS - 2' O.C. SPACING, TYP Y� SOFT RUSH 11% SLOUGH SEDGE 11% YY SMALL -FRUITED BULRUSH 11% 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION EXCEPT STE 2 & 3, PLACEMENT AND INCORPORATION OF SOIL AMENDMENT, AND STI 5, INSTALLATION OF WOOD CHIP MULCH WHICH SHALL BE OMITTED. INSTEAD, PLANTING AREAS SHALL BE COVERED WITH BIODEGRADABLE EROSION CONTROL FABRIC. SEE DETAILS 3 & 4/LD01 AND 1/LD04 FOR PLANT LAYOUT AND INSTALLATION. 2. SEE -SECTIONS -A-C-Off- SKEET LIT04 FOR PLANTING ELEVATION RANGE. 3. THE SAME TREE SYMBOL IS USED FOR ALL DECIDUOUS TREES SHOWN ON PLANS. PROVIDE QUANTITIES OF EACH SPECIES IN PROPORTIONS SHOWN RANDOMLY DISTRIBUTED IN GROUPS OF 1-3. 4. DO NOT PLANT ALDERS WITHIN 40' OF EDGE OF ROADWAY PAVING. DO NOT PLANT CONTTONWOODS WITHIN 120'OF EDGE OF ROADWAY PAVING. FILE NAME c:\pwworking\nai\ex-phanlkd0321992\C8811_PS_LSOB.dgn TIME 2:28:18 PM DATE 10/4/2018 PLOTTED BY Iphan DESIGNED BY L. PHAN REV 1 - RFI 0306 ENTERED BY L. PHAN REV 0 -RFC CHECKED BY C. PETERSEN REV B -FINAL REVIEW PROJ. ENGR. C. CHEN IREV A -PRELIMINARY REVIEW REGIONAL ADM. L. ENG I REVISION QUANTITIES COMMON NAME BOTANICAL NAME SIZE ROOT CONDITION WIS* REMARKS RES. MIX TYPE 1 RES. MIX TYPE 2 RES. MIX TYPE 3 TOTAL DECIDUOUS TREES 17 10 27 BLACK COTTONWOOD POPULUS TRICHOCARPA 18" HT NO. 2 CONT. OR B.R. FAC GROUPS OF 1-3 15 15 DOUGLAS HAWTHORN CRATAEGUS DOUGLASII 18" HT NO. 2 CONT. OR B.R. FAC GROUPS OF 1-3 17 40 57 OREGON ASH FRAXINUS LATIFOLIA 18" HT NO. 2 CONT. OR B.R. FACW GROUPS OF 1-3 15 15 PACIFIC CRABAPPLE MALUS FUSCA 18" HT NO. 2 CONT. OR B.R. FACW GROUPS OF 1-3 2480 2480 PACIFIC WILLOW SALIX LUCIDA SSP. LASIANDRA 18" HT LIVE STAKE FACW GROUPS OF 5-10 17 10 27 RED ALDER ALNUS RUBRA 18" HT NO. 1 CONT. FAC GROUPS OF 1-3 CONIFEROUS TREES 16 16 DOUGLAS FIR PSEUDOTSUGA MENZIESII 18" HT NO. 2 CONT. FACU UNSHEARED 16 16 SITKA SPRUCE PICEA SITCHENSIS 18" HT NO. 1 CONT. FAC UNSHEARED 16 16 WESTERN RED CEDAR THUJA PLICATA 18" HT NO. 1 CONT. FAC UNSHEARED SHRUBS 188 188 BLACK TWINBERRY LONICERA INVOLUCRATA 18" HT NO. 1 CONT. FAC GROUPS OF 3-7 43 43 MOCK ORANGE PHILADELPHUS LEWISII 18" HT NO. 1 CONT. UPL GROUPS OF 3-7 188 43 231 NOOTKA ROSE ROSA NUTKANA 12" HT NO. 1 CONT. FAC GROUPS OF 5-10 188 188 PACIFIC NINEBARK PHYSOCARPUS CAPITATUS 18" HT NO. 1 CONT. FACW GROUPS OF 3-7 43 43 RED FLOWERING CURRANT RIBES SANGUINEUM 18" HT NO. 1 CONT. FACU GROUPS OF 3-7 620 620 RED -OSIER DOGWOOD CORNUS SERICEA 18" HT LIVE STAKE FACW GROUPS OF 3-7 1054 1054 SITKA WILLOW SALIX SITCHENSIS 18" HT LIVE STAKE FACW GROUPS OF 3-7 188 188 SWAMP ROSE ROSA PISOCARPA 18" HT NO. 1 CONT. FAC GROUPS OF 3-7 43 43 VINE MAPLE ACER CIRCINATUM 18" HT NO. 1 CONT. FAC GROUPS OF 5-10 EMERGENTS 682 682 SLENDER RUSH JUNCUS TENUIS PLUG OR RHIZOME FACW GROUPS OF 5-10 682 682 SLOUGH SEDGE CAREX OBNUPTA PLUG OR RHIZOME OBL GROUPS OF 5-10 682 682 SMALL -FRUITED BULRUSH SCIRPUS MICROCARPUS PLUG OR RHIZOME OBL GROUPS OF 5-10 SEEDING 3,347 SF RESTORATION SEED MIX SEE LANDSCAPE LEGEND RESTORATION MIX TYPE 2 SYMBOL ITEM % MIX OTREE MIX A - 8' O.C. SPACING, TYP BLACK COTTONWOOD (1/3 OF MIX) OREGON ASH (1/3 OF MIX) SEE NOTES 3&4 SEE NOTE 3 RED ALDER (1/3 OF MIX) SEE NOTES 3&4 0 TREE MIX B - 8' O.C. SPACING, TYP DOUGLAS HA114))OF MIX) SEE NOTE 3 OREGOASHWTHORN OF IXOF SEE NOTE 3 PACIFIC CRABAPPLE (1/41/2 MIX) SEE NOTE 3 SHRUBS - 4' O.C. SPACING, TYP BLACK TWINBERRY 25% PACIFIC NINEBARK 25% NOOTKA ROSE 25% SWAMP ROSE 25% RESTORATION MIX TYPE 3 SYMBOL ITEM % MIX (D 1 TREES - 8' O.C. SPACING, TYP DOUGLAS FIR (1/3 OF MIX) SEE NOTE 3 SITKA SPRUCE (1/3 OF MIX) SEE NOTE 3 WESTERN RED CEDAR (1/3 OF MIX) SEE NOTE 3 SHRUBS - 4' O.C. SPACING, TYP -_ - -_- VINE MAPLE 25% --_ -- MOCK ORANGE 25% -__ --- RED FLOWERING CURRANT 25% - -= - NOOTKA ROSE 25% NOTES: 1. SPECIFICATIONS FOR SIZE AND CONDITION ARE MINIMUM. 2. ABBREVIATIONS: B&B = BALLED AND BURLAPPED HT.= HEIGHT B.R. = BARE ROOT O.C. = ON CENTER CONT. = CONTAINER SPR. = SPREAD 3. LIVESTAKES SHALL BE 2'-3' LONG AND COMFORM TO 9-14.6(1) * WETLAND INDICATOR STATUS T T,NC1 NG AREA PREPARATION EXCEPT STEP INCORPORAENT, WHICH SHALL BE OMITTED. SEE 1. SEE DETSISROifL �v7 T 1. SEE DETAIL 2/LD01 FOR PLANTING AREA PREPARATION EXCEP STEP 3, INCORPORATION OF SOIL AMENDMENT, WHICH SHALL BE DETAILS 3LAYOUT AND INSTALLATION. O/+N C.• 1 OMITTED. SEE DETAILS 3 & 4/LD01 FOR PLANT LAYOUT AND 10 2. O ELEVATION RANGE. AF �zo��s� INSTALLATION c 2. ELEVATION RANGEA-C ON SHEET LD04 FOR PLANTING 3. THE SAME TREE SYMBOL R USED FOR ALL DECIDUOUS TREES SHOWN ON PLANS. PROVIDE QUANTITIES OF EACH SHOWN RANDOMLY DISTRIBUTED IN c�FOp n �l C. ofysrigtj 3. THE SAME TREE SYMBOL IS USED FOR ALL DECIDUOUS TREES GROUPS OF PROPORTIONS SHOWN ON PLANS. PROVIDE QUANTITIES OF EACH SPECIES IN 4 PLANT VINE MAPLES BETWEEN TREES AND OTHER r ON PROPORTIONS SHOWN RANDOMLY DISTRIBUTED IN GROUPS OF 1-3. SHRUB SPECIES BETWEEN GROUPS OF TREES. AS=BUILT 4. DO NOT PLANT ALDERS WITHIN 40' OF EDGE OF ROADWAY PAVING. DO NOT PLANT CONTTONWOODS WITHIN 120' OF EDGE OF ROADWAY PAVING. R-%qI REGION NO. STATE FED.AID PROJ.NO. DATE P.E. STAMP BOX OF WASddft FiW R. Eq ST tiC �� �9BEXP.001�\ry���,q- ��� sOq a RG f! DATE P.E. STAMP BOX MAPI-405 Washington State Department of Transportation / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO LSOB 10 WASH 10/04/18 JOB NUMBER SHEET 263 263 887 SHEETS 11/02/17 09/18/17 CONTRACT NO. caa11 LOCATION NO. 07/27/17 LANDSCAPE DETAILS DATE BY N �yT� W CM Lu 0 0 • _ *A* 171R.ip___ i SEC.19 T.23N. R.5E. W.M. LEPLANT21 SF sT — — MIXS119513,6OF 3-4C�45MPACTED DEPTHCB X� �� Bp, TYP. t4',,72 'SF` ANT MIX S F 'I _UD— — UD—BUD— — n---- 20,276 SF PLANT MIX WF 1 I L61N — 1 1 _-_°===�r---(— D MIT— ST S T S T-- -- --. STf f STf STI ST T�f ST 1200 11 _ SO UD UD UD 4, D Uri- — LID` uUD — - UL) — UD = UD— UD 1 3 UD — UD�i3 UD 1-- - ST - ST ST — — r — ST 5 IN _ Fx� --LIDUD--UD--UD --UD — ii X� / Q Q v 7,605 SF PL T MI , k O S EE PLANT / TH ST.) —x— -x- i f 121,992 S Ik rr �, PLANT MIX CA _ - l zx le y � wia-w- M l �_ 1,140 LF MIX V 1,140 LF MIX V NOTES: 1. REFER TO SHEETS LD01 & LD02 FOR PLANTING DETAILS, PLANTING NOTES AND PLANT MATERIAL SETBACK CHART. 2. REFER TO SHEETS LSD & LSOA FOR LANDSCAPE LEGEND AND PLANT LIST. LEGEND RIGHT OF WAY IMPACT AREA LINE GUARDRAIL CONCRETE BARRIER NOISE WALL • • • • • • • • • • • • • SENSITIVE AREA BUFFER — — — WB — WETLAND BOUNDARY WETLAND - MFD MEDIA FILTER DRAIN Sd �� „ G COMPOST -AMENDED CA1/FS� VEGETATED FILTER STRIP —80 PROPOSED 10-FT CONTOUR PROPOSED 2-FT CONTOUR CUT FILL CUT/FILL LINE > DRAINAGE DITCH -UD UD— UNDERDRAIN ® ROCK OUTFALL PROTECTION CATCH BASIN m GRATE INLET NEW OR RELOCATED SIGN EXISTING SIGN TKtvS0N RF`E BAN ASE0 FAR CONsr RUCTjON 0 50 SCALE IN FEET 100 I A S— I LT fl-JO 1 L001 FILE NAME c:lpwworkinglnai\_x_cpetersenld03219921C8811_PS_LSIl.dgn DATE P.E. STAMP Box OF wASH/ a �N R. Eq �J SrF�� ' % . 9 9,ti°� -D'' 6 FXP.06' SCA PE ARDATE DATE P.E. STAMP Box Wo Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 2:04:10 PM REGION No. STATE FED.AID PROJ.NO. PLAN REF NO LS11 DATE 12/16/2019 10 WASH PLOTTED BY cpetersen REV 2 - NDC 0385 12/16/19 DESIGNED BY C. PETERSEN REV 1 - RFC RF10132 09/18/17 JOB NUMBER SHEET 2OF 887 SHEETS ENTERED BY L. PHAN REV 0 -RELEASED FOR CONSTRUCTION 07/19/77 CHECKED BY C. PETERSEN REV B -FINAL REVIEW-PKG. 6D 06/09/17 CONTRACT NO. c8811 LOCATION NO. PROJ. ENGR. C. CHEN IREV A - PRELIMINARY REVIEW-PKG. 6D 1 04/05/17 LANDSCAPING PLAN REGIONAL ADM. L. ENG I REVISION I DATE BY N T 00 Lu — SEC.19 T.23N. R.K. W.M. NOTES: `\ �`!. \ \ ty •\�\BP '. \\Oa; H / / 1. REFER TO SHEETS LD01 & LD02 FOR PLANTING DETAILS, PLANTING NOTES AND PLANT ��v�T7• MATERIAL SETBACK CHART. Q 2. REFER TO SHEETS LSD & LSOA FOR LANDSCAPE LEGEND AND PLANT LIST. 7- BPI F// 7 U \ ` ej�QN �js�� �� \er aP aA�• `T _~ ' / ,;= o —� — BF _ y. '\\ oaf, o LEGEND / �/ - /BF14 A. oj / �yP, J // / e BF RIGHT OF WAY J , - C V� IMPACT AREA LINE QAIX S \ \ HC GUARDRAIL 17,970 SF \ � PLANT /MIX S IyIAINT. ACCESS - DRIVE ON / / 1,290 SF PLANT - k ���L°�°,- \ C' •� CONCRETE BARRIER EXISTING MIX CA . 9 PAVEMENT G / - r i F Z\ 3,,6 �y�r CAMERA SIGHTLINE - NOISE WALL f� m PLAN 3 / GROUNDCOVER ONLY � \ _- r?`\ \ m✓ ON SOUTH SIDE ............. SENSITIVE AREA BUFFER oO 0 _` J �P _ P ` ' � �L 649 SF PLANT - - - WB - WETLAND BOUNDARY �� 405.SB L �>� - ` � oP �� MIX LS m WETLAND y Q o \ 5'' �F / '/, - MD d�W MEDIA FILTER DRAIN o�Ai/F + m =- V S ` VEEGE ATEDMFILTER STRIP N - ;l u W -80 PROPOSED 10-FT CONTOUR n Lin PROPOSED 2-FT CONTOUR ° V O� �aoN �21 FILL CUT/FILL LINE O /� DRAINAGE DITCH ». Q` `°Q oQ v I _ m - UD UD - UNDERDRAIN - ° 1 \ - - - - - �? / ��\ ® ROCK OUTFALL PROTECTION CATCH BASIN o / 5' TYP.`- 0. - - _ J= N m GRATE INLET NEW OR RELOCATED SIGN EXISTING SIGN °.o ' 0445-L, T«;T / ADD 26 TREES TO THESE 71 90 / ( ;; I )Y F /�/� / AREAS AS DIRECTED BY o A >) j� � � � ,/ � •o t\ RANT / ••LS I ��//�, / / WSDOT REPRESENTATIVE, 10' SPACING, SETBACK 15' PL/y MI';••.,, / ci j / eT ` FROM OVERHEAD / T / s .• POWERLINES PLANT23,259 SF \ „•� /�3 /i \ PLANT MIX C/� „ �� a /� / r' . /.w Nl D° /� A TK(vS !►��, \°� I AOA \V ',i��� V I PoC R� S TLI�F ��- Y \ ° iGdt R o \ \\. \ BAN 4,649 -SF PLANT MIX \\o� / \J/� \ . �� \ 41,243 SF�d r \� \� \\. RELEAS 2p A // /f,( \ ;\ \^ _r o PLANT MIX CA 5 / \ \ \. \ \ ED S (BETWEEi1 PLANT \ 4 g \ \ \ FO MIX V & 14TH ST.) e�" /' ; �S \. \\ \\. \\\.\\ \\ .\\. c0N0PTRt1C TION / CD \ \ \ \ S � / „y . 100 \ \ 0 50 EXISTING PLANTING AREA, TYP. REPLACE ALL DEAD TREES i / � � � / / � p SCALE IN FEET AS -BUILT WITH PLANT MIX RT-REPLACEMENT TREES (APPROX. 75 TREES TOTAL ON LS12-LS15, CONTRACTOR TO FIELD VERIFY) ,17 FILE NAME c:lpwworkinglnai\_x_cpetersenld03219921C8811_PS_LS12.dgn AdMIL TIME 12:08:55 PM REV 4 - NDC 0385 12/16/19 REGION STATE FED.AID PROJ.NO. of WAS, esHrti PLAN REF NO DATE 12/16/2019 REV 3 -RFC RFI0274 05/09/18 10 WASH qs,� c 1-405 / SR 167 INTERCHANGE LS12 PLOTTED BY cpetersen REV 2 - RFC RF10132 09/18/17 DIRECT CONNECTOR DESIGNED BY L. PHAN REV 1 -RELEASE OF NFC 08/08/17 JOB NUMBER Washington State SHEET ENTERED BY L. PHAN REV 0 -RELEASED FOR CONSTRUCTION 07/19/77 v ' 275 CHECKED BY C. PETERSEN REV B -FINAL REVIEW-PKG. 6D 06/09/17 CONTRACT NO. LOCATION NO. 20° 9B �ti Department of Transportation OF FX P.061 ♦ 887 PRO1. ENGR. C. CHEN REV A - PRELIMINARY REVIEW-PKG. 6D 04/05/17 SOq pE j%9 0 DATE c8811 DATE DATE LANDSCAPING PLAN SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP Box P.E. STAMP Box DECOMPACT EXISTING SOIL EXISTING SOIL I STEP 1 R I DECOMPACT, COMPACTED SOILS TO 10" MIN. DEPTH STEP 2 INSTALL FINE COMPOST TO 2" NON -COMPACTED DEPTH 0 STEP 1 TOP OF CURB, PAVEMENT, - JUNCTION BOX, VALVE BOX, OR STRUCTURE SEEDED AREA PREPARATION SECTION VIEW SET PLANT VERTICALLY NOT PERPENDICULAR TO SLOPE WOOD STAKE OR #6 REBAR OR (TREES >24" HT.), SEE NOTE 3 FOR TREES 24" HT. OR LESS. 6" FINE COMPOST STEP 2 SEE PLANT MATERIAL LIST FOR SIZE AND TYPE HOSE/WIRE TIE OR APPROVED SUBSTITUTE L 1/3 TO 'h TREE HT. UPPERMOST ROOT / SHALL MORE THAN 1"" BELOW SOIL SURFACE 3" DEPTH WOOD CHIP MULCH, FEATHER DEPTH TO STEM. MULCH SHALL NOT CONTACT STEM.* 2" WATER r RETENTION — EXISTING SOIL BACKFILL WITH 3 TIMES ROOT SPREAD SOIL REMOVED OR ROOT BALL DIAMETER FROM HOLE SLOPE CONDITION TREE AND SHRUB PLANTING N.T.S. APPLY REMAINING 50% OF HYDROSEED TO TOP LAYER OF TOPSOIL APPLY TOPSOIL TYPE A TO TOP OF - EROSION CONTROL BLANKET TO BARELY COVER TOP RIDGES OF _ PYRAMIDAL PROJECTIONS (APPROX.1") 1 APPLY EROSION CONTROL BLANKET OVER SEEDED SLOPE 2 APPLY 50% OF EROSION - CONTROL SEED MIX (PLANT MIX S) OVER TOPSOIL. PRIOR TO PLACEMENT OF BLANKET 10" TYP. TOPSOIL TYPE A — PLACED IN 6" LIFTS 6" LIFT OF TOPSOIL TYPE A INCORPORATED TO 10" DEPTH COMMON BORROW SUBGRADE NOTE: EROSION CONTROL BLANKET SHALL BE ARMORMAX ANCHOR REINFORCED VEGETATION SYSTEM (ARVS). FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SEEDING. 1. ONCE DECOMPACTION & SOIL AMENDMENT ARE COMPLETE NO DRIVING ON PLANTING AREAS SHALL BE ALLOWED EXCEPT FOR BARK INSTALLATION. BARK INSTALLATION EQUIPMENT SHALL NOT BE ALLOWED WITHIN STREAM RESTORATION PLANTING AREAS. (ASSUMED INSTALLATION METHOD IS BLOWER TRUCK WITH HOSE.) 2. DECOMPACTION TESTING BY WSDOT IS REQUIRED PRIOR TO REMOVAL OF EQUIPMENT. D003. OMIT STEPS 2, 3, & 5 FOR RESTORATIONTozoo. MIX TYPE 1. 4. OMIT STEP 3 FOR RESTORATION MIX TYPES 2 & 3. DECOMPACTED SUBGRADE, TYP. STEP 1 DECOMPACT SUBGRADE TO 12" DEPTH STEP 2 12" PLACE SOIL AMENDMENT STEP 3 INCORPORATE SOIL AMENDMENT TO 10" DEPTH INSTALL PLANT (SEE PLANTING DETAIL) INSTALL WOOD CHIP MULCH 3" DEEP. FEATHER INTO ADJACENT SEEDING AREAS. 4" NON -COMPACTED DEPTH FINE COMPOST SOIL AMENDMENT PLANT FINISH GRADE AMENDED SOIL 1 SUBGRADE, TYP.— STEP 1 STEP 2 STEP 3 STEP 4 ( ,- TREE PIT AREA PREPARATION �� PLANTING AREA PREPARATION N.T.S. SECTION VIEW STAKING SAME AS AS=BUILT SLOPE CONDITION NOTES: PLANTING BED SEEDING AREA 1. FOR SEEDED AREAS, BLOCK WALL TREE PITS, REMEDIAL SHRUB PLANTING PITS AND INTERPLANTING AREAS PROVIDE 3" MULCH 2' 4' DIA. MULCH RING AROUND MULCH EACH PLANT. DEPTH 2. FOR BLOCK WALL TREE PITS TRANSITION AND REMEDIAL SHRUB PLANTING MMMANIAAMAIMANUMAl PITS CUT "CROSSHAIR" PATTERN SLITS IN EROSION CONTROL BLANKET FOR PLANTING. FASTEN FLAPS DOWN WITH 6" MIN. U-SHAPE WIRE STAPLES AFTER \/ PLANTING. TYP, PLANTING BED EDGE TREATMENT � SIII—j 3. FOR TREES 24" HT. OR LESS TAKE WITH BAMBOO STAKE :I I - FASTENED TO TREE WITH PLASTIC -COATED OR X = PLANT SPACING FOAM -COATED GALV. WIRE AT (SEE PLANTING PLAN) APPROX.1ATREE HT. ®=PLANT 3 TIMES ROOT SPREAD 4. REMOVE TREE STAKES ONE OR ROOT BALL DIAMETER YEAR AFTER INSTALLATION TYPICAL CONDITION 5. SEE DETAIL 1/LD03 FOR ADDITIONAL LAYOUT INFORMATION 3" WOOD CHIP MULCH, TYP. STEP 5 N.T.S. IF PLANTING WITHIN EXISTING VEGETATION, ® SEE SPECIAL PROVISIONS ® FOR SELECTIVE CLEARING IF VEGETATION EXISTS EXISTING ® ® AND PRUNING WITHIN PLANTING AREA, VEGETATION SEE SETBACK CHART AREA FOR SPACING ® //®ED ADJUSTMENT ® / ��� ® 2/3 X ® j ® x�x j (1) (9) (D / ® ® ® ® 0 ® ® ® ® ® ® SEE SETBACK PLANTING AREA WEED CONTROL SHALL INCLUDE CHART ON THE AREA BOUNDED BY THE BACK OF THE PLANT DWG LD02 INSTALLATION AREA, THE FRONT OF EXISTING VEGETATION, AND THE ROADWAY. SEE SECTION 8-02.3(3) PLANTING AREA WEED CONTROL. AND DIMENSIONS. ('-� PLANTING AREA LAYOUT, SETBACK, AND WEED CONTROL 4 N.T.S. 14 BARRIER, GUARDRAIL OR EDGE OF ROADWAY N.T.S. FILE NAME c:kpwworking\nai\ex-phanlXd0321992\C8811_DE_LD01.dgn —IV I O �0% �S� L'Q S // C P,E. STAMP eoz OF W AS H� a J\VA Eq ST tiC ��Erw 0 39 �1 ti� a s BExP o61 �. /0 -Io-lg �a a ?- P.E. STAMP eox DATE Washington State Department of Transportation p p 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME PM NO REGION4SH TE FED.AID OJ.NO. ED PLAN REF NO LD01 10/8/26 DATE 10/8/2018 10 PLOTTED ev Iphan REV 1 - RFI0306 10/04/18 DESIGNED BY C. PETERSEN REV C -FINAL REVIEW-PKG. 6D 06/09/17 doe NUMBER SHE 287 2oF 887 SHEETS ENTERED By L. PHAN REV 0 -RELEASED FOR CONSTRUCTION 02108/17 CHECKED BY C. PETERSEN REV B -FINAL REVIEW 12/09/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A -PRELIMINARY REVIEW 10/31/16 LANDSCAPE DETAILS REGIONAL ADM. L. ENG REVISION DATE By N T 00 CM I Lu I— PLANT MATERIAL SETBACK CHART THIS CHART SUPPLEMENTS SECTION 8.02.3(7) OF THE STANDARD SPECIFICATIONS EXISTING EXISTING GUARDRAIL/ EDGE OF WALL FENCE SIGNS** TREE VEGETATION LIGHT J-BOX/ EDGE OF OVERHEAD BARRIER* ROADWAY (TRUNK) MASS POLE PULL BOX ACCESS ROAD POWERLINES*** CORRIDOR EVERGREEN 10, 20' 10, 10, 15' 15' 10, 20' 6' 20' 16' TREE CORRIDOR DECIDUOUS 10, 20' 10, 10, 15' 15' 10, 20' 6' 20' 16' TREE SHRUB 5' 20' 5' 6' 6' 10, 10, 6' 3' 10, N/A * MEASURED FROM BACK FACE OF BARRIER OR BACK OF GUARDRAIL POST. **TREES AND SHRUBS SHALL BE PLACED SO THAT AT ALL STAGES OF GROWTH THEY WILL NOT OBSTRUCT SIGHT DISTANCE SO SIGNS CAN BE CLEARLY DISPLAYED. *** MEASURED FROM OUTERMOST POWERLINE WHERE THERE ARE MULTIPLE LINES IG WALL OR NOISE WALL NT AT ORIGINAL ;ET PLANT VERTICALLY OF WALL. DIRECT FACE OF WALL WITH 00 STAKE. R RETENTION YP. i WOOD CHIP MULCH, t TO STEM. MULCH OT CONTACT STEM. AMENDED SOIL, TYP. EXISTING SOIL Y MIN. _ I AMENDMENTS & MULCH VINE PLANTING N.T.S. SET PLANT VERTICALLY — NOT PERPENDICULAR TO SLOPE SEE PLANT MATERIAL LIST FOR SIZE AND TYPE UPPERMOST ROOT SHALL BE NO MORE THAN 1" BELOW SOIL SURFACE S=BUILT AI KINDON NOV 09 2017 -V V v v BIODEGRADABLE EROSION - CONTROL BLANKET EXTEND Y BEYOND LIMITS OF PLANTING PIT ON ALL SIDES. T MIN. CLR. FROM EXCAVATION FOR EXISTING GRADE ----\ BLOCK WALLS 1.5 1� PLANTING PIT WIDTH VARIES SEE LANDSCAPE PLANS =IIIIII TAPER TO EXISTING-1-1 GRADE III=1—III— —I 11-1 11-1 11-1 I I TOPSOIL TYPE 'A':::'' 11—III—III—III—III—I —III—III—I11=III=11I— EXISTING SANDSTONE TAPER TO EXISTING GRADE EXISTING GRADE SCARIFY SUBGRADE COIR LOG STAKE PLANT DRIFT 16" DIA. PLANTING PIT COIR LOG NOTES: THIS DETAIL TO BE USED FOR NEW PLANT MIX AREAS ONLY. TYPICAL REMEDIAL SHRUB PLANTING PIT RELEASED FOR CONSTRUCTION TOPSOIL TYPE 'A' BIODEGRADABLE EROSION CONTROL BLANKET EXTEND 3' BEYOND LIMITS OF PLANTING PIT ON ALL SIDES. 5 5��J6 QUARRY SPALLS CHOKED WITH TOPSOIL C� TYPE A AND COVERED W/ 1%2" TOPSOIL 3" DEPTH WOOD CHIP MULCH, FEATHER \III=III=III= DEPTH TO STEM. \/�\ II IIIIII IIIIII II MULCH SHALL NOT * /\/// III —III— III=III=III OVER EXCAVATE EXIST. CONTACT STEM. 2" WATER \\/\\ III II SANDSTONE AS REQUIRED TO ALLOW FOR 6" MIN. TOPSOIL RETENTION BASIN /jV\/\/j IIII ';; A//A III —III —I BACKFILL BENEATH ROOTBALL. EXISTING SOIL AAjA III III j // / 1— — * NOTE: FOR SEEDED AREAS AND BACKFILL WITH SOIL REMOVED INTERPLANTING AREAS PROVIDE INTERPLANTING 4' DIA. MULCH RING AROUND FROM HOLE ,� � 3 TIMES ROOT SPREAD EACH PLANT SEE DETAIL 1/LD03 FOR REMEDIAL SHRUB OR ROOT BALL DIAMETER INTERPLANTING ADDITIONAL LAYOUT INFORMATION AND DIMENSIONS. 2 3 N.T.S. TAPER TO 1 EXISTING GRADE —:: EXISTING GRADE -III- 2 EXISTING SANDSTONE GEOTEXTILE FABRIC SCARIFY SUBGRADE QUARRY SPALLS REMEDIAL SHRUB PLANTING PIT 'N' REMEDIAL SHRUB PLANTING PIT FILE NAME c:\pwworking\nai\ex-phanlXd0321992\C8811_DE_LD02.dgn TIME 11:40:29 AM REGION O. STATE FED.AID PROJ.NO. DATE 11/9/2017 REV 2 - RFC RFI0046 RELOCATED NOTES & DETAILS 11/07/17 10 WAS PLOTTED BY LaniP REV C -FINAL REVIEW-PKG. 6D 06/09/17 DESIGNED BY C. PETERSEN REV 1 -LAYOUT NOTE 4, DETAIL 2/1-0102 02/10/17 JOB NUMBER ENTERED BY L. PHAN REV 0 - RELEASED FOR CONSTRUCTION 02/08/17 CHECKED BY C. PETERSEN REV B -FINAL REVIEW 12/09/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/31/16 REGIONAL ADM. L. ENG REVISION DATE BY DATE I �^/ DATE P.E.STAMP BOX P.E. STAMP BOX N.T.S. 1. CALL BEFORE YOU DIG. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING WORK. NOT ALL UTILITIES ARE SHOWN ON LANDSCAPE SHEETS. SEE EXISTING UTILITY PLANS FOR UTILITIES REFER TO ITS AND ILLUMINATION PLANS FOR BURIED CONDUIT LOCATIONS. 2. THE CONTRACTOR IS ADVISED THAT PLANTING AREA CHANGES MAY BE REQUIRED IN THE FIELD DUE TO ADDITIONAL CONSTRUCTION DISTURBANCE ALL DISTURBED AREAS SHALL BE PLANTED EXCEPT AS LIMITED BY CLEAR ZONE, SITE DISTANCE AND SETBACK CHART. 3. PLANTING AREA OFFSETS SHALL BE STAKED IN THE FIELD BY CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO PLANTING. 4. BAREROOT PLANT MATERIALS SHALL ONLY BE ALLOWED IF DORMANT AT TIME OF PLANTING. 5. PLANTS OF THE SAME SPECIES SHALL BE PLANTED IN GROUPS OF VARYING QUANTITY PER THE PLANT LIST. GROUPS SHALL BE IRREGULARLY SHAPED, LINEAR MASSES ROUGHLY PARALLEL TO THE PLANT ZONE GRADE CONTOURS. SPECIES SHALL BE RANDOMLY MIXED THROUGHOUT EACH PLANTING ZONE. TREE GROUPINGS MAY BE INTERPLANTED WITH SHRUBS. 6. ALL SEEDING AND PLANTING AREAS SHALL BE WEED FREE PRIOR TO APPLICATION OF SOIL AMENDMENT, TOPSOIL, AND COMPOST. 7. ALL PLANTING AND INTERPLANTED AREAS SHALL BE TREATED WITH AN APPROVED NON -SELECTIVE, NON -RESIDUAL, HERBICIDE A MINIMUM OF TWO WEEKS PRIOR TO PLANTING. 8. REED CANARY GRASS, KNOTWEED, AND BLACKBERRY SHALL BE TREATED WITH AN APPROVED NON -SELECTIVE, NON -RESIDUAL, HERBICIDE A MINIMUM OF TWO TIMES PRIOR TO PLANTING. THE SECOND APPLICATION OF HERBICIDE SHALL BE MADE AFTER A MINIMUM OF SIX WEEKS, OR WHEN THE REMAINING REED CANARY GRASS, KNOTWEED, OR BLACKBERRY HAS RE -GROWN TO A HEIGHT OF 6 INCHES TO 12 INCHES, WHICHEVER IS EARLIER. 9. FOR REED CANARY GRASS, HERBICIDE APPLICATIONS SHALL BE MADE BETWEEN THE MONTHS OF APRIL AND SEPTEMBER. FOR KNOTWEED AND BLACKBERRY, HERBICIDE APPLICATIONS SHALL BE APPLIED NO EARLIER THAN JUNE 15TH. NO CUTTING OF LIVE KNOTWEED SHALL OCCUR. 10. ALL KING COUNTY CLASS A AND CLASS B NOXIOUS WEEDS SHALL BE ERADICATED. 11. CONTRACTOR SHALL NOT DRIVE EQUIPMENT OVER THE MEDIA FILTER DRAIN (MFD) OR COMPOST -AMENDED VEGETATED FILTER STRIP CAVFS BMP INSTALLATIONS ONCE INSTALLED PER WSDOT STANDARD SPECIFICATION 7-01.3. REFER TO DRAINAGE DETAIL SHEET DD08 FOR MFD AND CAVFS LOCATIONS. 12. CONTRACTOR SHALL NOT SEED, FERTILIZE OR MULCH MEDIA FILTER DRAIN MIX AREAS PER WSDOT STANDARD SPECIFICATION 7-01.3. REFER TO DRAINAGE DETAIL SHEET DD08 FOR MFD LOCATIONS. 13. IMPACT LINES SHOWN ON PLANS ARE APPROXIMATE. ANY ADDITIONAL IMPACTS AND DISTURBANCE WILL REQUIRE ADDITIONAL PLANTING. 14. SEE STD. SPEC. 1-07.16(2) FOR VEGETATION PROTECTION AND RESTORATION REQUIREMENTS OUTSIDE IMPACT LINES AND CUT/FILL LINES OR IN ANY AREAS WHERE EXISTING VEGETATION IS TO BE PRESERVED. 15. FOR EROSION CONTROL SEEDING AREAS SUFFICIENT QUANTITIES OF FERTILIZER SHALL BE APPLIED TO SUPPLY THE FOLLOWING AMOUNTS OF NUTRIENTS: TOTAL NITROGEN AS N - 135 POUNDS PER ACRE. AVAILABLE PHOSPHORIC ACID AS P205 - 60 POUNDS PER ACRE. SOLUBLE POTASH AS K20 -60 POUNDS PER ACRE. THE CONTRACTOR SHALL PROVIDE A MANUFACTURER'S CERTIFICATE THAT THE PRODUCT CONTAINS 67% OR GREATER SLOW RELEASE NITROGEN WITH A RELEASE TIME PERIOD GREATER THAN SIX WEEKS AND THAT HYDROSEEDING IS AN ACCEPTABLE APPLICATION METHOD. THE FERTILIZER FORMULATION AND APPLICATION RATE SHALL BE APPROVED BY THE ENGINEER BEFORE USE. 16. TOPSOIL TYPE A SHALL BE 60% TO 70% SANDY LOAM AND 40% TO 30% FINE COMPOST BY VOLUME. SANDY LOAM SHALL BE AS DEFINED BY THE US DEPARTMENT OF AGRICULTURE SOIL TEXTURE TRIANGLE AND DOCUMENTED WITH A PARTICLE SIZE ANALYSIS FROM A LABORATORY THAT IS ACCREDITED TO PERFORM AASHTO T 88 "PARTICLE SIZE ANALYSIS OF SOILS." THE FINE COMPOST SHALL CONFORM TO THE REQUIREMENTS OF 9-14.4(8). TOPSOIL TYPE A SHALL BE THOROUGHLY BLENDED OFF SITE BEFORE PLACEMENT AND SHALL MEET THE FOLLOWING REQUIREMENT: ORGANIC CONTENT GREATER THAT 8% BUT LESS THAN 15% AS MEASURED ON A DRY WEIGHT BASIS USING AASHTO T 267 DETERMINATION OF ORGANIC CONTENT IN SOILS BY LOSS ON IGNITION. AT LEAST 14 CALENDAR DAYS PRIOR TO PLACEMENT,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A REQUEST FOR APPROVAL OF MATERIAL SOURCE CONTAINING INDEPENDENT TEST RESULTS FROM A WASHINGTON STATE DEPARTMENT OF ECOLOGY ACCREDITED LABORATORY SHOWING THE TOPSOIL TYPE A_MEETS _ALL REQUIREMENTS. Admk -- Washington State Department of Transportation PLAN REF NO 1-405 / SR 167 INTERCHANGE LD02 DIRECT CONNECTOR SHEET 288 OF LANDSCAPE DETAILS 88 SHEETT S N �yT� W CM i 0 i 0 Lu I- 3" DEPTH MULCH PLANT PIT (SEE PLANT PIT NOTES) ROOT BALL � PLANT CONT. SIZE, EE CHART BELOW) V �� SEE NOTE-3 1.5:1 SLOPE (#2 CONTAINER PLANT SHOWN) AS -BUILT NEW 3" FINE COI BACKFILL V NATIVE SOI 3" DEPTH MULCH - PLANT PIT (SEE - PLANT PIT NOTES) ROOT BALL PLANT CONT. SIZE, CHART BELOW) A B 1.5 2:1 SLOPE 1 LINE F 1.5 SEE NOTE 3 2:1 SLOPE (#2 CONTAINER PLANT SHOWN) PLANT CONTAINER SIZE (ASSUMED DIA.) 1.5:1 SLOPE 2:1 SLOPE 3:1 SLOPE DIM. A DIM. B DIM. A DIM. B DIM. A DIM. B #1 (73 0) 13" 26" 16" 32" 8" 17" #2 (8.5"0) 14" 28" 18" 36" 9" 18" #3 (10"0) 15" 30" 20" 40" 10" 19" #5 (11"0) 16" 32" 21" 42" 10" 20" #7 (14"0) 18" 36" 24" 48" 12" 24" #10 (15"0) 20" 40" 26" 52" 13" 26" #15 (17"0) 23" 46" 29" 58" 15" 30" (,I PLANT PIT SIZES BASED ON SLOPE 3 TIMES ROOT SPREAD OR ROOT BALL DIAMETER 2 WETLAND INTERPLANTING DETAIL N.T.S. FILE NAME c:lpwworkir TIME 2:13:22 PM DATE 12116/2019 PLOTTED BY cpetersen DESIGNED BY L. PHAN ENTERED BY L.PHAN CHECKED BY C.PETERS PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG SHEET QUANTITIES 3" DEPTH MULCH PLANT PIT (SEES NOTES) ROOT BALL NPLANT CONT. SIZE, SEE HART BELOW) 3:1 SLOPE (#2 CONTAINER PLANT SHOWN) NOTES: 1. DIMENSIONS A AND B REPRESENT APPROX. POINTS WHERE PROPOSED GRADE MEETS EXISTING GRADE. 2. DIMENSIONS A AND B ARE APPROXIMATE AS SLOPE ANGLE AND CONTAINER DIAMETER MAY VARY SLIGHTLY. 3. TYP. PLANT PIT DIAMETER IS APPROX. 3X CONTAINER DIAMETER. 4. WHEN PLANTING IN LIGHTLY COMPACTED IMPORT TOPSOIL THE PLANT PIT DIAMETER IS ONLY AS LARGE AS NEEDED TO PLACE ROOT BALL IN GROUND. 5. WHEN REPLACING DEAD PLANTS USE EXISTING PLANT PIT FOR NEW PLANT. REMOVE ENOUGH PLANTING SOIL FROM PLANT PIT TO PROVIDE PLANTING HOLE 3X THE PLANT CONTAINER DIAMETER. 6. USE EXCAVATED SOIL FOR PLANT PIT BACKFILL. lZRA--1 3 �1 ATK,,VSON ,IqN O 3 ?020 `-� , RF�EgSEO FOR CONST RRCT1®N PLANT SHEET NO. MIX SYMBOL UNITS LS01 LS02 LS03 LSO4 LS05 LS06 LS07 LS08 LS09 LS10 LS11 LS12 LS13 LS14 LS20 TOTALS S SF 17,165 4,105 0 560 0 0 0 1,006 31,961 efl08,981 15,760 22,738 6,560 2,998 14,789 226,623 SF 4 WF SF 0 0 0 0 0 0 0 0 0 4 0 20,276 0 0 0 0 20,276 SF C SF 30,817 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30,817 SF CA SF 0 0 0 0 0 0 0 799 8,114 1 66,577 121,992 79,661 4,281 0 22,360 303,784 SF a CSA SF 0 0 0 0 0 0 0 1,705 6,472 0 4 0 0 4,381 1,281 0 13,839 SF CS SF 42,213 0 0 3,052 1,827 0 0 0 0 0 0 0 0 0 0 47,092 SF LS SF 0 0 0 0 0 199 15,954 13,657 0 0 0 19,447 8,769 0 0 58,026 SF T SF 11,584 0 0 0 0 0 0 0 0 32,927 0 4 0 0 0 4,979 49,490 SF RE ========= SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SF a WT1 SF 0 0 0 0 951 664 0 0 0 0 0 0 0 0 0 1,615 SF V ■■■■■■■ 1 LF/SF 0 0 0 0 0 0 0 0 0 0 2,280 LF/ 630 LF/ 90 LF/ 0 0 3,000 LF/ 6,840 SF 1,620 SF 270 SF F SOIL AMENDMENT CY 1,044 0 0 38 23 3 197 200 202 a 1,228 1,506 1,304 221 16 282 6,264 CY @ 4" DEPTH WOODCHIP MULCH @ 3" DEPTH CY 916 0 0 28 17 2 148 150 152 921 1,130 978 166 12 212 4,832 CY FINE COMPOST @ 2" DEPTH CY 106 25 0 4 0 0 0 6 186 673 97 140 41 27 91 1,396 CY BIOTIC SOIL MEDIA 4" DEPTH LBS 0 0 0 0 0 0 0 0 0 0 3,027 0 0 0 0 3,027 LBS 4 @ REV 4 - NDC 0385 12/16/19 REV 3 - RFI 0370 07/09/19 REV 2 - RFC SB405 C.O. 05/04/18 REV C - FINAL REVIEW SB405 C.O. 02/05/18 REV 1 - RFC RF10132 09/18/17 REV 0 -RELEASED FOR CONSTRUCTION 08/08/17 REV B -FINAL REVIEW-PKG. 6D 06/09/17 REVISION f DATE STATE I FED.AID PROJ.NO. 10 WAS JOB NUMBER CONTRACT NO. C8811 LOCATION NO. F WAS, Washington State 2�SC9BEXP.06��'\ry\ .0,b-20 Department of Transportation DATE qPE AR DATE P.E. STAMP BOX P.E. STAMP BOX 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR LANDSCAPE DETAILS PLAN REF NO LD03 SHEET 289 OF 887 SHEETS N T 00 CM I O Lu — RESTORATION MIX TYPE 2 RESTORATION MIX TYPE 1 BIODEGRADABLE — EROSION CONTROL FABRIC, TYP. RESTORATION MIX TYPE 3 RESTORATION MIX TYPE 2 RESTORATION MIX TYPE 3 PROPOSED UTILITY BERM NO PLANTING EL. 23.0 NOTE: NO BARK OR WOOD CHIP MULCH SHALL BE PLACED IN RESTORATION MIX TYPE I AREAS (BELOW EL. 18.6). INSTEAD, PROVIDE BIODGRADABLE EROSION CONTROL FABRIC. RESTORATION MIX TYPE 1 RESTORATION MIX TYPE 1 100-YR. WATER SURFACE ELEV. 20.5 18.6 ...........................................................�Ll ...............................................................................................1.. ..........ACE ELEV..... SURF ................... .................. ..... 6 EL. -----��----- --- ---------- —-- -- ......................... .................. — ..---- — — --- ...... .... .. ------------ y------------ --- ----------- - ----------- EXISTING GROUND 2' TYP. EMERGENT PLANTING ZONE (NO HIGHER THAN EL. 18.0), TYP. BOTH SIDES STREAMBED MIX, NO SOIL PREP SECTION A OR PLANTING NOTE: NO BARK OR WOOD CHIP MULCH SHALL BE PLACED IN RESTORATION MIX TYPE I AREAS (BELOW EL. 18.6). INSTEAD, PROVIDE BIODGRADABLE EROSION CONTROL FABRIC. RESTORATION MIX TYPE 1 I i_ 100-YR. WATER LIMIT OF PERMANENT SURFACE ELEV. CONVERSION IMPACT 20.5 BIODEGRADABLE EROSION CONTROL 2-YR. WATER FABRIC, TYP. SURFACE ELEV. 18.6 ....................................... — — — _ EXISTING 2' TYP GROUND EMERGENT PLANTING ZONE (NO HIGHER THAN EL. 18.0), TYP. BOTH SIDES RESTORATION MIX TYPE 1 SLOPES VARY, SEE — RESTORATION PLANS STREAMBED MIX, — NO SOIL PREP OR PLANTING r SECTION B 0 N.T.S. BENCH ELEV.18.5 BIODEGRADABLE EROSION CONTROL FABRIC, TYP. SLOPES VARY, — SEE RESTORATION PLANS N.T.S. QUARRY SPALLS, TYP., SEE SHEET LS30 FOR LOCATION. NO PLANTING IN QUARRY SPALLS. NOTE: NO BARK OR WOOD CHIP MULCH SHALL BE PLACED IN RESTORATION MIX TYPE I AREAS (BELOW EL. 18.6). INSTEAD, PROVIDE BIODGRADABLE EROSION CONTROL FABRIC. RESTORATION MIX TYPE 2 RESTORATION LIMIT OF MIX TYPE 3 PERMANENT CONVERSION IMPACT EXISTING GROUND ..................... --- .--- --- EL.21.0 EL. 18.6 FILE NAME c:\pwworking\nai\ex-phanlXd0321992\C8811_DE_LD04.dgn TIME 4:28:01 PM REGION O. STATE FED.AID PROJ.NO. DATE 11/2/2017 10 WAS PLOTTED BY LaniP DESIGNED BY L. PHAN 1 JOB NUMBER ENTERED BY L. PHAN REV 0 -RFC 11/02/17 CHECKED BY C. PETERSEN REV B -FINAL REVIEW 09/18/17 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 1 07/27/17 REGIONAL ADM. L. ENG REVISION I DATE BY RESTORATION MIX TYPE 2 RESTORATION MIX TYPE 1 _ RESTORATION MIX 100-YR. WATER TYPE 1 SURFACE ELEV. ,— 20.5 BIODEGRADABLE EROSION CONTROL 2-YR. WATER FABRIC, TYP. SURFACE ELEV. 18. ----��`— .............L............. ................................. _. \—.—. ---- 2' TYP. STREAMBED MIX,J EMERGENT PLANTING J NO SOIL PREP OR ZONE (NO HIGHER THAN PLANTING EL. 18.0), TYP. BOTH SIDES c SECTION C �' N.T.S. DATE DATE P.E. STAMP BOX P.E. STAMP BOX -- Washington State Department of Transportation NOTES: 1. FINISH GRADES, EXISTING GRADES AND STREAM BED MIXES AREA APPROXIMATE. SEE STREAM RESTORATION PLANS AND DETAILS FOR ACTUAL GRADES. ATK►NS pN Nov os 2017 ose RELEASED FOR CONSTRUCTION AS -BUILT SEE PLANT MATERIAL LIST FOR - SIZE AND TYPE TRIM TO 4" ABOVE GROUND OR TWO BUDS TAMP SOIL AROUND CUTTING BIODEGRADABLE EROSION CONTROL FABRIC. EXISTING SOIL NOTE: AVOID STRIPPING THE BARK OR BRUISING STAKES DURING INSTALLATION. DO NOT USE AXE OR SLEDGE FOR DRIVING STAKES.IN HARD GROUND USE AN IRON BAR OR STAR DRILL TO PREPARE HOLES FOR THE STAKES. LIVE STAKE INSTALLATION � N.T.S. PLAN REF NO 1-405 / SR 167 INTERCHANGE LD04 DIRECT CONNECTOR SHEET 290 OF LANDSCAPE DETAILS 887 SHEETS P.I. STATION DELTA RADIUS TANGENT LENGTH SEC■19 T.23N. R.5E. W.M. 4TH 11+32.05 13°34'22" LT 156.00' 18.56' 36.96' GENERAL NOTES: 1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED RIGHT-OF-WAY PLANS. 2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY CITY OF MONUNMENT #1856 #1856 N = 173646.88 � 3. PLANS. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE OF BARRIER, OR CURB. E = 1297951.23 0/v M4R •' Iv 4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. �� 13 �A r/S 2411> �OroR(.O 5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. r /t 6 MONUMENTANY CORNERDISTURBED YHDESIGN L BUILDER'S OPERATION SHALL BEREPLLACEDATNOCOST TgU TO THE CONTRACTING AGENCY. �7 [+J�O� 7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND REMOVAL LIMITS. 0 25 50 SCALE IN FEET FILE NAME c:\pwworkinglnai TIME 12:51,18 PM DATE 3/13/2017 PLOTTED BY SchradNJ DESIGNED BY N. SCHRADER ENTERED BY N. SCHRADER CHECKED BY A. SCHMIDTM/ PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG SPACED AT 4' O.C. C/ _c'j ` y - 9921C8811 0 -RELEASED FOF B -FINAL REVIEW A - PRFI IMINARY 03/13/17 REGION I STATE FED.AID PROJ.NO. NO. 10 WASH JOB NUMBER CONTRACT NO. I LOCATION NO. 10/10/16 C8811 DATE BY Sr o� ON'A 1, s� ii:� � I. C,\ DATE P.E. STAMP BOX DATE P.E. STAMP BOX CONSTRUCTION NOTES: 32 CONSTRUCT BOLLARD TYPE A PER CITY OF RENTON STANDARD PLAN H021. LEGEND HMA (FULL DEPTH) NOISE WALL ••••• BOLLARD xxx- - FENCE - CONCRETE BARRIER TIA 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR Washington State Department of Transportation PAVING DETAIL - S. 14TH STREET PLAN REF NO PVD01 SHEET 330 OF 887 SHEETS P.I. STATION DELTA RADIUS TANGENT LENGTH SHAT 2+74.86 13°56'32" LT 50.00' 6.11' 12.17' b a t- w w ti w w C0 0 0 0 v F- v W Z J H SPACED AT 4' O.C. BEGIN CONCRETE BARRIER W/ SEC.19 T.23N. R.5E. W.M. 3\14ST 17+31.49, 8.00' LT "' END HMA CURB BEGIN CONCRETE BARRIER W/ TERMINAL BEGIN HMA CURB 0 0 a w w 2 N w N 0 0 0 0 rn U) w z I a BEGIN FULL DEPTHIJ N 10'32'36" W - IWATCH EXISTING -- --------- R=30' SPAT 2+80.91 PT H SHAT 2+74.86 PI � p TEMPORARY SHAT 2+ 74 PC SS C `O ASEMENT SEE INTERSECTION �` — — T — — — _ I GRADING DETAIL ON SHEET ,PVDO " - . 1 X / ' y1 T6'MPORARY COALSTRUCTION i , SEE INTER fION p / 1 EASEME -fYYP;)----- G DING DETAIL ON SHEE PVD02A -- 20'+� � �'- � N W SHAT/2 ' .66,/ 0.6 LEGEND xc' V- BE N FU EPTH ---= � /'•..:'- 66,10.83 LT �� -MA C HSIhNG HMA (FULL DEPTH)�c''� --._ h X --•-- BEGIN FU I ' SHA 2+18.69 AP o , DAV 1+00.00 POB I � a-MATCH_EXISTINCz 1 W v _ o N 173452.70 -� .- - ��- o °�I � -NOISE WALL o Q E 1298975.04 F. I -'.� Q 2 -..1,. ..... BOLLARD °° z '"'--- , .....__ xxx- -FENCE N Z M .. +a aoz , I I H W I J CONCRETE BARRIER X` J , � ; W'' U ; i f z '`. X ' I u_ w X , , %� �X ) I , SH 0+98.95 PO N 3389.22 ? E 299283.88 >C9� awa \= - AS -JILT 0 25 50 SCALE IN FEET R-3 124 FILE NAME c:\pwworking\nai\schmidalld0321992\C8811—DE—PVD02.dgn J. TIME 5:29:28 PM REND N STATE FED.AID PROJ.NO. �`�S . ` I V C� PLAN REF NO DATE 6/5/2019 10 WAS �� � � �/I PLOTTED BY schmidal _ I-405 / SR 167 INTERCHANGE PVD02 DESIGNED BY N. SCHRADER REV 1 - RF10358 06/05/19 JOB NUMBER I' DIRECT CONNECTOR ENTERED BY N. SCHRADER REV 0 -RELEASED FOR CONSTRUCTION 03/13/17 Washington State SHEET 47019 0 331 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. g�1'Sill I Department of Transportation OF PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 S 0N.AI' �\ REGIONAL ADM. L. ENG REVISION DATE BY ca811 P.E. STAMP BOX DATE DATE S. $$ P.E. STAMP BOX °ATE PAVING DETAIL - S14TH STREET GENERAL NOTES: 1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED RIGHT-OF-WAY PLANS. 2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY PLANS. 3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE OF BARRIER, OR CURB. 4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. 5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. 6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST TO THE CONTRACTING AGENCY. 7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND REMOVAL LIMITS. 14ST 14+12.83, 6.00' LT PAVEMENT ANGLE POIN' DAV 1+65.34 0 14ST 14+70.421 I I BEGIN HMA CURB W/ EETS) E WALL AT 2+82.68 POE= 14ST 17+88.56 I � Son��► �, � � . I , -- ►���I CONSTRUCTION NOTES: 30 CONSTRUCT CONCRETE BARRIER TYPE 2 PER WSDOT STD. PLAN C-8. 32 CONSTRUCT BOLLARD TYPE A PER CITY OF RENTON STANDARD PLAN H021. 38 CONSTRUCT HMA TYPE 1 CURB PER WSDOT STANDARD PLAN F-10.42-00. ATKINSON AUG 05 2019 RELEASED FOR CONSTRUCTION SEC.19 T.23N. R.5E. W.M. 14ST 23+56 SPACED AT 4' O.C. END CONCRETE BARRIER W/ 14ST 23+43.19. 8.01' LT END HMACURB\30 14ST 22+88,53, 8.66' LT BEGIN CONCRETE BARRIER W/ TERMINAL PAVEMENT ANGLE POINT'', 14ST 21+02.86, 8.00' LT END CONCRETE BARRIER W/ TERMINAL 38 14ST 20+62.96 AP BEGIN HMA CURB % -\14ST 22+59.08, 8.00' LT WSDOT NOISE WALL ES - - - - --------- - \SEND HMA CURB F----- --- - - - - -- -- -- -- (SEE NOISE WALL SHEETS r I BEGIN CONCRETE BARRIER W/TERM INAL i I C 14ST 23+47.66 PI I I I I 14ST 23+36.69 AP I N 1 .1 00 LI I 72° 8 °' I • W I I II I r o R=30' S 89°41'22 E R=30' o R=30' , R=30, R/W / __ __ __________________________ __ L o 5+08.7 R23_+13.60 OE _ 14ST _20+63.1j3 _ _-` --- --- -- 12.5'I - f; I I =_ TE PORARY:CQ5 CTIO ` "1 10' R_A MENT - - 1 g , SEE IN ERSECTION 18'+/- _)` , I GRADING DETAIL ON SHEE PV SEE I CTION / WHIT 1+27.82, 8.97 LT GRADING DETAIL ON SH T I I BEGIN FULL DE H TCH EXISTIN l;; + -7--__ WHIT 1+27.88 9. * I l; '� BEGIN FULL DEPTH I I I v 1 I I_ _ MATCH EXISTING I- M R 4 0.00 10.10' LT 1 I e[ / ! MATCH EXISTING W 1 WHIT 14 94 POB I I J't� N 173549.fi __.-�����- --- I l , I E_ 1299552. 8 M 6RR 4+00.00, 11.9T RT BEGIN FULL DEPTH ........... -- / MATCH EXISTING / ' \\ , - .!� � � I _ � / �__ y ' I MORR 4+00 POB _ N 173585.08 E 1299799.43 -r / 0 25 50 SCALE IN FEET FILE NAME c:lpwworkinglna: TIME 1:01,10 PM DATE 3/1312017 PLOTTED BY SchradNJ DESIGNED BY N. SCHRADER ENTERED BY N. SCHRADER CHECKED BY A. SCHMIDTM/ PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG 9921C8811 0 -RELEASED FOR CONS B -FINAL REVIEW A -PRELIMINARY REVIEW 03/13/17 REGION I STATE I FED.AID PROJ.NO. NO. 10 WAS JOB NUMBER CONTRACT NO. I LOCATION NO. 10/10/16 DATE C8811 BY BOX GENERAL NOTES: 1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED RIGHT-OF-WAY PLANS. 2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY PLANS. 3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE OF BARRIER, OR CURB. 4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. 5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. 6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST TO THE CONTRACTING AGENCY. 7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND REMOVAL LIMITS. CONSTRUCTION NOTES: 30 CONSTRUCT CONCRETE BARRIER TYPE 2 PER WSDOT STD. PLAN C-8. 32 CONSTRUCT BOLLARD TYPE A PER CITY OF RENTON STANDARD PLAN H021. 38 CONSTRUCT HMA TYPE 1 CURB PER WSDOT STANDARD PLAN F-10.42-00. 9 AS -BUILT AdElk I_ Washington State Department of Transportation LEGEND HMA (FULL DEPTH) NOISE WALL ••••• BOLLARD xxx- - FENCE - CONCRETE BARRIER � �S &A SON 111611946011019 �S R 1 ��41? PLAN REF NO 1-405 / SR 167 INTERCHANGE PVD03 DIRECT CONNECTOR SHEET 332 OF 887 PAVING DETAIL - S. 14TH STREET SHEETS N T 00 Lu P.I. STATION DELTA RADIUS TANGENT LENGTH 14ST 24+69.74 14°29'39" LT 960.00' 122.08' 242.85' SECA 9 T.23N. R.5E. W.M. GENERAL NOTES: 1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED RIGHT-OF-WAY PLANS. 2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY PLANS. 3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE OF BARRIER, OR CURB. 4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. 5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. 6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST TO THE CONTRACTING AGENCY. 7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND REMOVAL LIMITS. CONSTRUCTION NOTES: 32 CONSTRUCT BOLLARD TYPE A PER CITY OF RENTON STANDARD PLAN H021. LEGEND HMA (FULL DEPTH) NOISE WALL ••••• BOLLARD xxx- - FENCE CONCRETE BARRIER CITY OF RENTON Z�� MONUNMENT #0476 / N = 173226.51 \�qR 1 EL. = 132.85' Ci i i0NST AS -BUILT 0 25 50 �oN SCALE IN FEET FILE NAME c:\pwworking\nai\schradnild0321992kC8811_DE_PVD04.dgn �F TIME 1:05:30 PM REN IOON STATE FED.AID PROJ.NO. tPs�J SDI PLAN REF NO DATE 3/13/2017 PLOTTED By SchradNJ 10 WASH _ _ T� � I-405 / SR 167 INTERCHANGE PVD04 DESIGNED By N. SCHRADER JOB NUMBER DIRECT CONNECTOR Washington State SHEET ENTERED BY N. SCHRADER REV 0 - RELEASED FOR CONSTRUCTION 03/13/17 y 47019 0 ew 333 CHECKED By A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. �6I ST V. �� 3 �� Department of Transportation OF PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 IONA6 @ oATr one PAVING DETAIL - S. 14TH STREET 887 C8811SHEETS REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP Box P.E. STAMP BOX N T 00 0 Lu I- WSDOT NOISE WALL ES (SEE NOISE WALL SHEE ATKINSON AUG 0 5 2019 RELEASED FOR CONSTRUCTION / OCAL STREET);7� 3� v WSDOT ROW LINE / ` \\ I 14ST 92 14+18.50' RT G DIT QjH 14ST 14+24.03 40' RT 14ST 15+01.65 40' RT , i� 14ST 14+50 3 .5&RT j i ( C�y '- GENERAL NOTES: 1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED RIGHT-OF-WAY PLANS. 2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY PLANS. 3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE OF BARRIER, OR CURB. 4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S.14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE DRAINAGE SHEETS FOR ADDITIONAL DRAINAGE FEATURE INFORMATION. 5. ALL ITS BOXES WITHIN S.14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. 6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST DAVIS LEFT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O7 14+24.03 10.00' RT 104.79' 105.52' O2 14+40.27 14.78' RT O3 14+51.34 27.59' RT 107.40' O4 14+53.98 38.28' RT 108.92' 06 /SDOT NOISE WALL - (SEE E W `SHEETS) ` ► _ - �i S.14TH S REET (LOCAL STREET) i O �z l \\ST S \ Ste- ST - ST PROPOSED CATCH -�-BASIN \ I \ Z I 11 WSDOT ROW LINE - - _ \ l\ �♦ \ 1 - I L 14ST 18+17.26 40� RT I I I I ♦ I/ �� ► 14ST 17+38.49 40' R- / \ GRADE TO - - GRA E O PROPOS ' \ W / / PROPOSED DITCH - - - CAT H BASIN 11 � (A I I i 01 . I DAVIS RIGHT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O7 15+01.65 14+91.95 10.00' RT 106.28' 106.47' O2 11.61' RT O3 14+83.29 16.28' RT 106.72' ( 14+76.61 23.49' RT 107.22' SHATTUCK LEFT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O1 17+38.49 17+55.34 10.00' RT 15.18' RT 97.41' 96.60' O2 O3 17+66.37 28.94' RT 97.55' (:) 17+67.78 46.50' RT 100.39' SHATTUCK RIGHT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O1 18+17.65 10.00' RT 92.12' 93.59' OZ 18+06.32 12.79' RT O3 17+96.85 21.74' RT 94.77' ( 17+92.07 33.87' RT 96.6Y TO THE CONTRACTING AGENCY. 7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND REMOVAL LIMITS. AS=BUILTi 0 10 20 SCALE IN FEET R-3 124 FILE NAME c:lpwworkinglnai\schmidalkd0321992IC8811_DE_PVD02A.dgn TIME 8:00:19 AM DATE 6/6/2019 REGION STATE FED.AID PROJ.NO. ' o�^S ►, 's H Fwasr,,� ,o PLAN REF NO 1-405 / SR 167 INTERCHANGE PVD02A PLOTTED BY schmidal 10 WAS H z � -" �I/ DIRECT CONNECTOR DESIGNED BY N. SCHRADER REV 1 - RF10358 06/05/19 JOB NUMBER Washington State SHEET ENTERED BY N. SCHRADER REV 0 -RELEASED FOR CONSTRUCTION 03113/17 2 47 0 �� 334 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 12/20/16 CONTRACT NO. LOCATION NO. F, �cI STr,R�.` F` Department of Transportation OF PROD. ENGR. C. CHEN REV A - PRELIMINARY REVIEW REGIONAL ADM. L. ENG REVISION 10/10/16 DATE BY C8811 ✓ DAAI DATE P.E. STAMP BOX P.E. STAMP BOX one 887 S. 14TH ST. INTERSECTION DETAILS SHEETS N T 00 CM Lu I WSDOT NOISE WALL E5 (SEE NOISE WALL SHEE S. 14TH STREET (LOCAL STF< C / - _ V - -- PROPOSED CATC BASIN (TYP.) I � / WSDOT ROW LINE--7� T--__ _---�� 14ST 20+10.19 40' T T POKAR A E Epl� �TYP.) UCTI.ON " =-'==::;----, f / \ �� TO PROPOS Z CATCH BASIN r GENERAL NOTES: 1. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED RIGHT-OF-WAY PLANS. 2. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY PLANS. 3. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE OF BARRIER, OR CURB. 4. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE DRAINAGE SHEETS FOR ADDITIONAL DRAINAGE FEATURE INFORMATION. 5. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. 6. ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN BUILDER'S OPERATION SHALL BE REPLACED AT NO COST TO THE CONTRACTING AGENCY. 7. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND REMOVAL LIMITS. 0 10 20 SCALE IN FEET FILE NAME c:lpwworkinglnai TIME 1:03:26 PM DATE 3/1312017 PLOTTED BY SchradNJ DESIGNED BY N. SCHRADER ENTERED BY N.SCHRADER CHECKED BY A. SCHMIDTM/ PROJ. ENGR. C. CHEN REGIONAL ADM. L. ENG 9921C8811 U - RCLCFIACU run ,uma B -FINAL REVIEW A - PRELIMINARY REVIEW REVISION t / / WSDOT NOISE WALL E5 (SEE NOISE WALL SHEETS) y k �X S. 14 H STRFFT 8 ncai c-rc-, PROPOSED CA BASIN (TYP.) WSDOT ROW LINE) r ----- - - -- -+ -- - - 14EGINtST 20+91.60 , 23.10' RT 14ST 22+66.08 , 40' RT / `"'----•..--_ - �\I B-E31TCH / - _ 14ST 20+95.86 " 40'-R-T- TEMPORARY CONSTRUCTION / EASEMENT - GRADE TO P POSED DITCH I FROM EXISTI DRIVEWAY I I I I 1 1 l 1 WHITWORTH LEFT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O1 20+10.19 10.00' RT 71.49' 71.24' O2 20+27.68 15.62' RT O3 20+38.67 30.39' RT 72.33' O4 20+38.88 48.78' RT 75.03' 41GOR)N STATE. 10 WAS JOB NUMBER 03/13/17 12/20/16 CONTRACT NO. 10/10/16 C8811 DATE BY WHITWORTH RIGHT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O7 20+95.86 20+82.37 10.00' RT 69.17' O2 13.20' RT 69.38' O3 20+71.76 22.13' RT 69.96' ( 20+66.30 34.88' RT 71.26' AS=BUILT �g J. SCb FED.AID PROJ.NO. LOCATION NO. I / / i I I / 1 I 1 MORRIS LEFT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O1 22+66.08 22+82.53 10.00' RT 52.93' 52.30' O2 14.92' RT O3 22+93.60 28.07' RT 52.60' ()22+95.64 45.12' RT 54.10' DATE P.E. STAMP BOX AdElk I_ Washington State Department of Transportation I / I I I I I I I I 1 I �Tk�N .. 13201� MORRIS RIGHT EOP (A/4) PT # STATION OFFSET ELEVATION (14ST) O1 23+56.32 4.00' RT 51.07' OZ 23+41.42 8.10' RT 50.91' O3 23+27.27 17.75' RT 50.97' ( 23+20.78 31.82' RT 51.80' 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR S. 14TH ST. INTERSECTION DETAILS S 19w_112M04 1-M SHEET 335 OF 887 SHEETS N �yT� W CM Lu I— 17£E TYPE 'B, 4REFLEC71VE "0 45' CHAMFER ALL AROUND TOP NT TOP 5" VMITE ALL AROUND MARKER (TYPICAL BOTH SIDES) 7-1/2" x 7-1/2" DEEP NOTCH ALL AROUND PRESSURE TREATED CEDAR POST 1/2" 0 45- CHAMFER ALL EDGE5 (2}4 HORIZ. TOP do BOTTOM GALVANIZED STEEL HASP FOR LOCK A (2)#4 VER71CAL (PER SIDE) 2"x8" STEEL HINGE WELDED TO 9-1/4"xg-1/4" STEEL DOOR VATH 3/4" RADIUS ON 2 OPEN CORNERS LAND PLATE SPACER. 1/4" GALVANIZED STEEL PLATE SPACER 1fd" CHAMFER I 2"x3 W2' T MATERIALBOLT, WELDED TO SPACER CRUSHED SURFACING S-1/4" 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED CR'Y 8r RERm BTAHDAM Plilf5 Lff DATE, 04/04 DWC, NAME: H021 SP PAGE: H021 AS -BUILT 4Tk,N S MQR S10N RE�s 1320P NSTAU0;b N FILE NAME c:\pwworking\nai\schradnikd0321992\C8811_DE_PVD05.dgn o�PS J Soh p _asy�� �� 2 �w 47019 p PS �CIST6gF.6 �r s�ONaL B P.E. STAMP BOX DATP GATE P.E. STAMP BOX Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO PVD05 TIME 1:08,19 PM REND N STATE FED.AID PROJ.NO. DATE 3/1312017 10 WAS PLOTTED BY SchradNJ DESIGNED BY N. SCHRADER JOB NUMBER SHEET 336 OF asp SHEETS ENTERED BY N. SCHRADER CHECKED BY A. SCHMIDTMAN REV 0- RELEASED FOR CONSTRUCTION 03/13/17 CONTRACT NO. C8811 LOCATION NO. PROD. ENGR. C. cHEN REV B - FINAL REVIEW 12120/1e CITY OF RENTON BOLLARD DETAIL REGIONAL ADM. L. ENG REVISION DATE BY �Y 2+69.56, 1'67'60'ZT FULL DEPTH ANGLE POINT MATCH EXISTING EL = u FULL DEPTH ANGLE POINT PLANE AND+INLA MATCH EXISTING PLANE AND INLAY ANGLE POINT MATCH EXISTING FOR CURB RAMP DETAILS \ o- _ VALLEY 2+13.19, 73.25' LT VALLEY 2+13.19 18.25' RT IC CURB & GUTTER RADIUS EL = 17.39' VALLEY 1+78.44 18.25' LT TRAFFIC CURB & GUTTER -Yvy1MATQH _ExISTI - - - - - - - 1+78.44 16.25' & 17.25' LT ` ND INLAY ANGLE POINT BEGIN FULL DEPTH R =55' 1 .0 ' T II 1 S N - V TYP. -- 1 �VA E VALLEY RD 17.0E IL 16.52- K I GIN FULL DEPTH MATCH EXISTING---- ------------- 57 VALLEY 1+21.50 17.52' RT BEGIN TRAFFIC CURB & GUTTER MATCH EXISTING S-BUILT\' ATKINSON AUG 05 2019 �'yc RELEASED FOR CONSTRUCTION DC -A 1_ y II i I j VALLEY 3+61.00 17.70' LT & 12.86' RT ---� END PLANE AND INLAY j 8 MATCH EXISTING 7 \ 6 - - - - - - - - - - - - - - - - - - - - - - \ J ❑�� 5 JI� ------------------------ - = - - - _ --_ 1'TYP. 2 3 �4 - - -x .-.-.❑. 4A- - ................:.............................. ............ ALL 4080A EET RW43 19TH FULL DEPTH ANGLE POINTS PT # ❑ STATION OFFSET ELEVATION (VALLEY) 2+50.90 30.51' LT 17.55' 2+64.01 18.00' LT 17.78' 3❑ 2+71.33 18.00' LT 17.90' 4 ] 2+92.00 18.00' LT 18.13' 5❑ 3+03.50 31.50' LT 18.14' 6❑ 3+03.50 37.00' LT 18.14' 7❑ 2+92.00 61.00' LT 18.14' F 2+68.86 61.00' LT 17.94' LEY 3+ 6' & 16.52' RT END FULL DEPTH T DD90 MATCH EXISTING - TO MAINTENANCE VAULT VALLEY 3+61.00 17.52' RT _ _END TRAFFIC Cal RB & GUTTER MATCH EXISTING fSB167 LINE 10 I W W 0.1T HMA CL.'A IN. PG 64-22 WEARING COURSE 0.75' HMA CL.lA IN. PG 64-22 LEVELING COURSE PIPE TRENCH L I I MATCH EXIST iHEETS 3' 3' SEE DRAI TRENCH DETAIL NOT TO SCALE T GENERAL NOTES: 1. SEE ALIGNMENT PLANS FOR ALIGNMENT DATA, RIGHT-OF-WAY, AND EASEMENT LOCATIONS. 2. SEE SITE PREPARATION PLANS AND ROADWAY SECTIONS FOR PAVEMENT SAWCUT AND PLANING LIMITS. 3. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY PLANS. 4. BARRIER, GUARDRAIL AND CURB CALLOUTS ARE TO THE FACE OF BARRIER, GUARDRAIL OR CURB. 5. LONGITUDINAL JOINTS IN THE FINAL HMA LIFT SHALL BE LOCATED ON A LANE LINE, EDGE LINE, OR WITHIN THE PROPOSED SHOULDER. 6. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINAL GRADE. 7. ALL ITS BOXES AND ILLUMINATION BOXES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS AND ILLUMINATION PLANS FOR ADDITIONAL DETAILS. 8. THE ENGINEER MAY DETERMINE IN THE FIELD THAT A FULL STREET -WIDTH PLANE AND INLAY IS REQUIRED DUE TO EXISTING PAVAMENT CONDITION OR INCREASED TRENCH WIDTH. 9.CONTRACTOR TO RESTORE ROADWAY TO THE CITY OF RENTON RESTORATION STANDARDS FOUND IN CHAPTER 10 OF THE RENTON MUNICIPAL CODE. 19TH LEFT EOP/FACE OF GUTTER (A/4) PTO# I ( OFFSET ELEVATION O2+13.19 17.25' LT 17.44' 02 2+41.01 24.65' LT 17.44' 03 2+61.48 44.90' LT 17.84' 17.83' 04 2+69.18 72.64' LT CONSTRUCTION NOTES: 57 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN 101. HMA (FULL DEPTH) HMA (PLANE 0.15'AND INLAY) 0 25 50 Cf Cr 6� RETAINING WALL SCALE IN FEET xxi- - FENCE CONCRETE BARRIER FILE NAME c:\pwworking\nai\schmidal\d03219921CB811_DE_PVD07.dgn SCIItJlf% f o w �,� ,p mote �s �cISTYN. SIONAL E° ? P.E. STAMP BOX GATE P.E. STAMP BOX GATE MP Washington State Department of Transportation 1-405 / SR 167 INTERCHANGE DIRECT CONNECTOR TIME 1:09:31 PM REND N STATE FED.AID PROJ.NO. PLAN REF NO PVD07 DATE 6/7/2019 10 was PLOTTED BY schmidal DESIGNED BY P. CROWLEY REV 1 - RF10328 & RF10364 06/05/19 JOB NUMBER SHEET 338 OF as7 SHEETS ENTERED BY A. KIRDAHY REV 0 - RELEASED FOR CONSTRUCTION 05/07/18 CHECKED BY A. SCHMIDTMAN REV B -FINAL REVIEW 04/25/18 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/20/17 PAVING DETAIL - E VALLEY RD & SW 19TH ST I/S REGIONAL ADM. L. ENG REVISION DATE BY CV MT W Lu CONSTRUCTION NOTES: 54 CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD. PLAN F-10.12-03. 57 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN 101. 59 DEPRESSED CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD. PLAN 101. 60 PARALLEL CURB RAMP TYPE PARALLEL A PER WSDOT STD. PLAN F-40.12-02. 0 5 10 SCALE IN FEET PARALLEL A GUTTER EL.17.81' TOP OF CURB EL.18.31' END DEPRESSED CURB AND GUTTER BEGIN CURB AND GUTTER MATCH VALLEY 2+54.96, 46.70' LT TOP OF CURB EL.18.39' SIDEWALK EL.18.39' END PEDESTRIAN CURB END CURB RAMP EXISTING SIDEWALK VALLEY 2+48.78,38.86'LT SIDEWALK EL.17.65' TOP OF CURB EL.18.15' VALLEY 2+45.13 35.44' LT SIDEWALK EL.17.59' TOP OF CURB EL.18.09' i ��-------� i o\o VALLEY 2+52.74 35.03' VALLEY 2+38.93 30.79' LT 54 .,, GUTTER EL. 17.57' TOP OF CURB EL.18.03' SIDEWALK EL. 18.03' BEGIN PEDESTRIAN CURB rSo ;:.;.' ' i"o o ii DETECTABLE WARNING SURFACE 5.5' LENGTH X 2' WIDTH BEGIN CURB RAMP i yoo 5• . , i" SEE NOTE 9 a 10v o� VARIABLE WIDTH GRADE TO ��� N9 ,� CURB TOP MATCH CURB RAMP 5 VALLEY 2+48.68 31.24' LT GUTTER EL.17.51' EXISTING CURB RAMP WITHIN CITY OF RENTON ROW ���/�S NOT AFFECTED BY UTILITY WORK OA, GENERAL NOTES: FSA 1. SEE ALIGNMENT PLANS FOR ALIGNMENT DATA, AY RIGHT-OF-WAY, AND EASEMENT LOCATIONS. 59 VALLEY 2+41.46 26.08' LT o Q V '2018 2. SEE SITE PREPARATION PLANS AND ROADWAY END CURB AND GUTTER REL&I FOR PAVEMENT SAWCUT AND PLANING BEGIN DEPRESSED CURB AND GUTTER LIMITSSECTIONS GUTTER EL.17.45' FOR TOP OF CURB EL.17.95' ppNSTRU 3. UTILITIES NOT SHOWN FOR CLARITY. SEE CTION EXISTING UTILITY PLANS. CURB & GUTTER LIMITS 57 4. BARRIER, GUARDRAIL AND CURB CALLOUTS ARE SEE SHEET PVD07 TO THE FACE OF BARRIER, GUARDRAIL OR CURB. 5. LONGITUDINAL JOINTS IN THE FINAL HMA LIFT SHALL BE LOCATED ON A LANE LINE, EDGE LINE, OR WITHIN THE PROPOSED SHOULDER. 6. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO VALLEY LINE 3 FINAL GRADE. 7. ALL ITS BOXES AND ILLUMINATION BOXES WITHIN E VALLEY RD THE PROJECT LIMITS SHALL BE ADJUSTED TO FINAL GRADE. SEE ITS PLANS AND ILLUMINATION PLANS FOR ADDITIONAL DETAILS. 8. SEE WSDOT STD. PLAN F-30.10-03 FOR SIDEWALK DETAILS NOT SHOWN. 9 ET SURFACE SHALL CONSIST BUILT OFTR IS ET UNCATED DOMES PER WSDOT STD. PLAN F45.10-n1 TRUNCATED DOMES SHALL BE YELLOW. FILE NAME TIME DATE c:\pwworking\nai\schmidalld0321992\CB811_DE_PVD35.dgn 9:34:28 AM RErGIION STATE FEDO..AID PROJ.NO. or � �oF c R- I-405 / SR 167 INTERCHANGE 2501 PLAN REF NO PVD35 PLOTTED By scnmiaal schmid 10 WASH DIRECT CONNECTOR SHEET DESIGNED BY A. SCHMIDTMAN JOB NUMBER Washington State ENTERED BY A. SCHMIDTMAN 47018 p 364 CHECKED BY N. SCHRADER REV 0 - RELEASED FOR CONSTRUCTION 05/07/18 CONTRACT NO. LOCATION NO. GISTERF yr— S'0NAl. Department of Transportation OF PROD. ENGR. C. CHEN REV A -FINAL REVIEW 04/25/18 Ea PAVING DETAIL - 887 REGIONAL ADM. L. ENG REVISION DATE BY C8811 P.E. STAMP BOX ATE P.E. STAMP Box DATE E VALLEY RD CURB RAMP SHEETS N �yT� W CM I Lu 0 GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND SPECIFICATIONS. 2. THE LOCATION AND FEATURES OF UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION START. 3. THE CONTRACTOR SHALL INVESTIGATE FOR UNDERGROUND UTILITIES PRIOR TO ANY POLE FOUNDATION EXCAVATION OR CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. 4. JUNCTION BOXES SHALL BE INSTALLED WITH CONCRETE PADS PER CITY OF RENTON STANDARD PLAN 120. 5. CONDUIT RUNS AND JUNCTION BOXES ARE SHOWN FOR ILLUSTRATIVE PURPOSES. ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN THE FILED. CONSTRUCTION NOTES OPROTECT AND MAINTAIN EXISTING WOOD UTILITY POLE AND LUMINAIRE ARM. OCONSTRUCT FOUNDATION AND INSTALL POLE PER CITY OF RENTON STANDARD PLANS 115 AND 119.FOUNDATION TO INCLUDE REINFORCEMENT AS SHOWN ON CITY OF RENTON STANDARD PLAN 117.1. LUMINAIRE POLE SHALL BE LABELED PER CITY OF RENTON STANDARD PLAN 121. OCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1. INSTALL SERVICE CABINET WITHOUT BBS ON FOUNDATION PER CITY OF RENTON STANDARD PLAN 122.1. O4 ROUTE CONDUIT AROUND FIRE HYDRANT. O5 INSTALL NEW UTILITY SERVICE CONDUIT AND CONDUCTORS FROM EXISTING UTILITY TRANSFORMER TO NEW SERVICE COR-14TH PER UTILITY COMPANY REQUIREMENTS. COORDINATE POWER CONNECTION WITH THE UTILITY. WIRING SCHEDULE SERVICE CONDUIT SIZE CONDUCTORS CIRCUIT COMMENTS NO. EXISTING NEW 1 COR-14TH 2" SCH 40 248, 148G A ILLUMINATION 2 COR-14TH 2" SCH 80 248, 148G A ILLUMINATION 3 COR-14TH 2" SCH 40 248, 148G B ILLUMINATION 4 COR-14TH 2" SCH 40 248, 148G A ILLUMINATION 248, 148G B ILLUMINATION 5 COR-14TH 2" SCH 80 248, 148G A ILLUMINATION 248, 148G B ILLUMINATION 6 COR-14TH 2" SCH 40 SPARE 7 COR-14TH 2" RGS 343, 148G SERVICE FEEDER BREAKER SCHEDULE COR-14TH CITY OF RENTON SERVICE WITHOUT BBS 120/240V CIRCUIT DESCRIPTION BREAKER RATING CONTACTOR RATING VOLTAGE LOAD (KVA) MAIN 100 AMP --- A ILLUMINATION A 20 AMP 30 AMP 240 0.286 B ILLUMINATION B 20 AMP 30 AMP 240 0.286 C SPARE 20 AMP NIA 240 0.0 D INTERNAL PHOTOCELL 15 AMP N/A 120 0.001 E GFCI 20 AMP NIA 120 1.8 BUSSWORK SHALL BE RATED AT 225 AMP MINIMUM PEAK 2.373 CONTINUOUS 0.573 EXISSTIING\/ NEW TIMBER POLE LIGHT STANDARD TEMPORARY LIGHT STANDARD ---------- CONDUIT F7 TYPE 1 JUNCTION BOX ❑ TYPE 2 JUNCTION BOX ELECTRICAL SERVICE CABINET 1, A�ll CONSTRUCTION NOTE 14WIRE NOTE LUMINAIRE SCHEDULE LUMINAIRE CIRCUIT LOCATION NUMBER STATION OFFSET TYPE -DISTRIBUTION -WATTAGE SERVICE MAST H1 ARM NO. COR-14TH BASE COMMENTS TYPE FS1 A 14ST 14+98.5 21.5' RT V - MED CUTOFF 133 ED 6' 30' FIXED POLE PER COR STANDARD PLAN #115 FS2 B 14ST 18+07.5 32.5' RT V - MED CUTOFF 133 ED 10, 30' FIXED POLE PER COR STANDARD PLAN #115 FS3 A 14ST 20+72.0 39.5' RT V - MED CUTOFF C 133 ED 10' 30' FIXED POLE PER COR STANDARD PLAN #115 FS4 B 14ST 23+40.0 28.5' RT V -MED CUTOFF - 133 ED 10, 30' FIXED POLE PER COR STANDARD PLAN #115 AS -BUILT I►VA FILE NAME c:lpwworkingknai\bartonbm\d0321992\C8811_DE_ILD01.dgn 1E W. ohs Qq oaRN14yf�o 2' o ww S. TER�ri1►� TONAL �'" /V�/ DATE P.E. STAMP BOX P.E. STAMP Box DATE _� -„ Washington State on ranspor Department of Transportation I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF No ILD01 TIME 12:54:19 PM REV 3 - RFC, RF10181, REV WATTAGES 11/27/17 REGION STATE FED.AID PROJ.NO. DATE 11121/2017 REV C -FINAL REVIEW CHANGE ORDER 11/3117 10 WAS PLOTTED BY bartonbm REV 2 - RFC RFI0029 ADDED FDN STD 5/3/17 DESIGNED BY B. BARTON REV 1 - RFC, RFI0017, ADDED FDN STD 4114117 JOB NUMBER SHEET 603 887 SHEETS ENTERED BY W. QI REV 0 - RELEASED FOR CONSTRUCTION 1123117 CHECKED BY R. STOLEN REV B -FINAL REVIEW 12/14/16 CONTRACT NO. c8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 ILLUMINATION NOTES AND SCHEDULES S 14TH STREET REGIONAL ADM. L. ENG REVISION DATE BY N �yT� W CM Lu I — 0 1 4 R M J W W 2 N 2 4 W W rn �— rn S 1 H ST VV — N — ST ST LLI •7 Z w F L — — --� — Q </ 1 2 —TEMPORARY CONSTRUCTION CONSTRUCTION 3 ' EASEMENT V_ _ 1 14 I X � AS=BUILT RIW NOTES: 1. SEE SHEET ILD01 FOR GENERAL NOTES, CONSTRUCTION NOTES, WIRE NOTES AND LUMINAIRE SCHEDULE. q �k�Ns oR C�NSTRU 0 25 50 SCALE IN FEET FILE NAME c:lpwworkingknai\bartonbm\d0321992\C8811_DE_ILD02.dgn 5\E M O q o FW Sye P �� /p 466 w` sIo.vnt �STFR�.� Eh �3�-I1 DATE P.E. STAMP BOX DATE P.E. STAMP BOX Washington State Department of Transportation p p I-405 / SR 167 INTERCHANGE DIRECT CONNECTOR PLAN REF NO ILD02 TIME 2:17:39 PM RENO N STATE FED.AID PROJ.NO. DATE 1/23/2017 10 WAS PLOTTED BY bartonbm DESIGNED BY B. BARTON JOB NUMBER SHEET sF 887 SHEETS ENTERED BY W. QI REV 0 - RELEASED FOR CONSTRUCTION 1123117 CHECKED BY R. STOLEN REV B -FINAL REVIEW 12/14/16 CONTRACT NO. C8811 LOCATION NO. PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 - ILLUMINATION PLAN S 14TH STREET REGIONAL ADM. L. ENG REVISION DATE BY N �yT� W CM Lu I — NOTES: 1. SEE SHEET ILD01 FOR GENERAL NOTES, CONSTRUCTION NOTES, WIRE NOTES AND LUMINAIRE SCHEDULE. A rkIAIIS 0 N RFC 4144� 13 2�1 FASF� FAR I co/vslj RIW o v v v14ST LINE a W 1 S 14TH ST — --•--•------------------------------------ C - ST S S s �T FS3 `\ F64 = ---- ----_r -- —RMT------------- -- �1 ; RIW _ _ \� W TEMPORARY', :;' CONSTRUCTIQIV - "1 4 6 TEMPORARY I I' l 5 EASEMENT I -__--- 1 - g O� CONSTRUCTION' EASEMENT 4 CO 3 OHO v - - I I 1 I , - 7r t IAS-BUILT h' III 1 0 25 50 SCALE IN FEET R- 12 FILE NAME c:\pwworking\nai\bartonbm\d0321992\C8811_DE_ILD03.dgn Sit M. 6 53 TIME 2:19:23 PM RE... STATE FED.AID PROJ.NO. o� a PLAN REF NO DATE 1/23/2017 10 WAS ��Fwasyty�o PLOTTED BY bartonbm I-405 / SR 167 INTERCHANGE ILD03 DESIGNED BY B. BARTON JOB NUMBER DIRECT CONNECTOR ENTERED BY W. OI REV 0 - RELEASED FOR CONSTRUCTION 1/23117 ��� p� T�Fo law Washington State SHEET CHECKED BY R. STOLEN REV B -FINAL REVIEW 12/14/16 CONTRACT NO. LOCATION NO. ssio\aL 3 ! Department of Transportation 505 PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 10/10/16 C8811 DATE GATE ILLUMINATION PLAN - S 14TH STREET 887 REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX