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Home My WebLink AboutAB-3812C8665 KING COUNTY & PIERCE COUNTY SR167 / 8TH ST E VIC TO S 277TH ST VIC - SOUTHBOUND HOT LANE (DESIGN-BUILD PROJECT) NORTHWEST ATKINSON 20 N 4 E 2 12/09/14 - AWARDED SHARIF SHAKLAWUN LORENA ENG N/A N/A 167 7.76 10.48 18.24 167/112HOV - NEW BRIDGE N/A N/A XL2571 I-405/SR167 Interchange Direct Connector Design Build Project I-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. See each individual As-Built sheet in the attached set for seal and signature of applicable Engineer of Record. 12/02/2020 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO conradcs 6/24/2020 8:55:23 AM c:\pwworking\nai\conradcs\d0321992\C8811_PS_IN01.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 INDEX SHEET NO.PLAN REFERENCE NO.TITLE VOLUME 1 INDEX1 - 5 VICINITY MAPVM01 VM02 VICINITY MAP ROADWAY SECTIONS S. 14TH STREET ROADWAY SECTIONS ROADWAY SECTIONS SR 515 (TALBOT RD S) ROADWAY SECTIONS E VALLEY RD & SW 19TH ST I/S SHEETS NOT USED - ROADWAY SECTIONS RS01 RS52 RS02 - RS25, RS30 - RS51 RS53, RS54 RS26 - RS29 CG01 - CG06A AL01 - AL20 SP01 - SP20 CONTOUR GRADING ALIGNMENT PLANS SPN01 SPD01 - SPD02 SITE PREPARATION PLAN SITE PREPARATION NOTES PR01 - PR36 VOLUME 2 196 DR02, DR05 - DR14 DR01, DR03, DR04 DRAINAGE PLAN SHEETS NOT USED - DRAINAGE PLANS DP01 - DP13, DP15 - DP25 DRAINAGE PROFILES SHEETS NOT USED - DRAINAGE PROFILESDP14 DH01 DP50 - DP56 DP141, DP142 DD145A DD01 - DD06, DD08, DD09 DD13, DD14, DD92, DD10A 210 211 212 214 215 216 217 SHEET NO.PLAN REFERENCE NO.TITLE DD12 DD20 DD21 DD22 INDEX (CONT.) DD10B DD10C DD30 - DD33 DD76 - DD79 DD87 DD88 237 238 250 251 252 260 DD141 - DD145 DRAINAGE DETAIL - S. 14TH STREET LWD BRUSH PILE AND BANK PROTECTION DETAILS LWD BRUSH PILE DETAILS STREAM RESTORATION DETAILS DRAIN PIPE PROFILES 14TH ST DRAINAGE PROFILES DRAINAGE DITCH PROFILE DRAINAGE DETAILS SHEETS NOT USED - DRAINAGE DETAILS POND S2.2 DETAIL PLAN POND S2.2 SECTIONS AND DETAILS POND S2.2 DETAILS POND S2.3 DETAIL PLAN MODIFIED MFD EXPANSION DETAIL CABS DETAIL DR10-7 CABS DETAIL DR10A-5 CABS DETAIL DR12-28 DRAINAGE PLAN ENLARGEMENT STREAM RESTORATION PLAN AND PROFILE UTD01 - UTD04 UTD04A, UTD04B UTD05 UTD06 UTD07 UTD07A - UTD11 UTD12, UTD13 UTD14 336 337 338 352 353 354 355 356 LS0 - LS0B LS01 - LS15, LS20 LS16 - LS19 LD01 - LD04 PV01 - PV20 PV21 - PV34 PVD01 - PVD04 PVD02A, PVD03A PVD05 PVD06 PVD08 - PVD18 PVD20, PVD22, PVD26 PVD21 PVD23 PVD24 PVD25 PVD27 VOLUME 3 INDEXINDEX UTILITY DETAIL S. 14TH STREET WATER 14TH ST WATER PROFILE WATER DETAIL PLAN 16" AND 12" WATER MAIN RELOCATION WATER DETAIL PLAN 16" WATER MAIN RELOCATION PROFILE WATER DETAIL PLAN 12" WATER MAIN RELOCATION PROFILE WATER DETAILS UTILITY DETAILS WATER DETAIL PLAN - TALBOT ROAD FIRE HYDRANT RELOCATION LANDSCAPE DETAILS LANDSCAPING PLAN SHEETS NOT USED - LANDSCAPE STREAM RESTORATION LANDSCAPE PLAN LANDSCAPE DETAILS PAVING AND BARRIER PLAN PAVING PLAN CITY OF RENTON BOLLARD DETAIL PAVING DETAIL - MEDIAN SIGN BRIDGE PAVING DETAIL - E VALLEY RD & SW 19TH ST I/S PAVING DETAIL - GORE AREA PAVING DETAIL - ITS MAINTENANCE ACCESS ROAD PAVING DETAIL - MAINTENANCE TURN AROUND FENCE DETAIL PAVING DETAIL SAWCUT TABULATION PAVING DETAIL - PCCP PANEL REPLACEMENT PAVING DETAIL - SR 515 (TALBOT RD S) 6 7 8 IN01 - IN05 IN01 - IN05 IN01 - IN05 55 56 - 57 58 - 68 69 - 88 89 90 - 109 110 - 111 113 - 148 DD80 - DD86A, DD89 - DD91 DD11A DD11B213 149 - 160 161 - 186 187 - 193 194 - 195 197 - 208 209 POND S2.3 SECTION AND DETAILS 218 - 221 222 - 225 226 - 236 244 - 247 248 - 249 253 - 257 258 - 259 261 - 263 264 - 279 280 - 286 287 - 290 291 - 315 316 - 329 330 - 333 334 - 335 339 - 348 349 - 351 PVD28 - PVD29357 - 358 148A - 148E 290A - 290E 9 - 54 239 - 243 LS30 - LS36 112 SPD03 SITE PREPARATION DETAIL - SR 515 (TALBOT RD S) SITE PREPARATION DETAIL - E VALLEY RD & SW 19TH ST I/S DD07, DD10, DD11 PVD07 PAVING DETAIL - ITS MAINTENANCE ACCESS PULLOUT SHEETS NOT USED - PAVING DETAILPVD16, PVD19 PAVING DETAIL - S. 14TH STREET S. 14TH ST. INTERSECTION DETAILS ROADWAY PROFILE & SUPERELEVATION C. CONRAD IN01 INDEX C. CONRAD A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 04/10/20 REV B - FINAL REVIEW 05/08/20 REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 1 887 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO conradcs 6/24/2020 9:00:43 AM c:\pwworking\nai\conradcs\d0321992\C8811_PS_IN02.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 401 398 PVD30 - PVD34 MK01 - MK15, MK21 - MK34 MK16 - MK20 MKD01 MKD02, MKD03 MKD04 INDEX SHEET NO.PLAN REFERENCE NO.TITLE SHEET NO.PLAN REFERENCE NO.TITLE INDEX (CONT.) 402 ST01 403 ST02 404 ST03 405 ST04 406 ST05 407 ST06 408 ST07 409 ST08 410 ST09 ST10 ST11 ST12 ST13 ST15 ST16 ST17 ST18 ST19 422 ST20 ST21 427 428 ST26 429 ST27 ST28 440 ST14, ST14A ST22 - ST25 ST29 - ST31 RW01 RW02 RW03 RW04 RW05 RW06 RW07 PLANING DETAIL PAVEMENT MARKING PLAN SHEETS NOT USED - PAVEMENT MARKING PLAN MARKING DETAIL - GUIDEPOSTS/DELINEATORS PAVEMENT MARKING DETAIL - SR 515 (TALBOT RD S) PAVEMENT MARKING DETAIL - E VALLEY RD & SW 19TH ST I/S TALBOT ANCHORED SLOPE LAYOUT TALBOT ANCHORED SLOPE DETAIL 2 TALBOT ANCHORED SLOPE DETAIL 3 TALBOT ANCHORED SLOPE DETAIL 4 GRADE SEPARATED BARRIER PRECAST GRADE SEPARATED BARRIER CAST IN PLACE GRADE SEPARATED BARRIER LIGHT STANDARD FOUNDATION TYPICAL RETAINING BARRIER PRECAST TYPICAL RETAINING BARRIER CAST-IN-PLACE 515-N RETAINING BARRIER PRECAST 515-N RETAINING BARRIER CAST-IN-PLACE 515-N RETAINING BARRIER DETAILS BARRIER TRANSITION - SB405-SB BARRIER NEAR SIGN BRIDGE #10 DC-F MEDIAN BARRIER LIGHT FOUNDATION ON GEOFOAM CIP BARRIER TRANSITION GRADE SEPARATED TRANSITION BARRIER ARCHITECTURAL MODIFICATION TO STANDARD H.P. BARRIER TRAFFIC BARRIER TYPICAL CONNECTION DETAILS SHEET NOT USED SEW MOMENT SLAB BARRIER TYPICAL SECTION SEW MOMENT SLAB BARRIER DETAILS NB405 AT-GRADE MOMENT SLAB BARRIER N167-N AT-GRADE MOMENT SLAB BARRIER GEOFOAM WALL MOMENT SLAB BARRIER - TYPICAL SECTION GEOFOAM WALL MOMENT SLAB BARRIER DETAILS RETAINING WALL & NOISE WALL KEY PLAN LANDSCAPE ECOLOGY BLOCK WALLS RETAINING WALL 279R PLAN & ELEVATION RETAINING WALL 279R TYPICAL SECTIONS RETAINING WALL 279R DETAILS 1 RETAINING WALL 279R DETAILS 2 RW08 RETAINING WALL 282L PLAN & ELEVATION RW09 RETAINING WALL 282L TYPICAL SECTION RW10 RETAINING WALL 282L DETAILS RW11 RETAINING WALL 282L NOT USED RW12 SB TALBOT RETAINING WALLS PLAN & ELEVATIONS RW13 NB TALBOT RETAINING WALLS PLAN & ELEVATIONS RW14 TALBOT RETAINING WALLS TYPICAL SECTIONS 1 RW15 TALBOT RETAINING WALLS TYPICAL SECTIONS 2 RW16 RETAINING WALL 257L PLAN & ELEVATION 1 RW17 RETAINING WALL 257L PLAN & ELEVATION 2 RW18 RETAINING WALL 257L PLAN & ELEVATION 3 RW19 RETAINING WALL 257R PLAN & ELEVATION 1 RW20 RETAINING WALL 257R PLAN & ELEVATION 2 RW21 RETAINING WALL 257R PLAN & ELEVATION 3 RW22 RETAINING WALL 257M PLAN & ELEVATION RW23 RETAINING WALLS 257L AND 257R TYPICAL SECTIONS 1 RW24 RETAINING WALLS 257L AND 257R TYPICAL SECTIONS 2 RW25 RETAINING WALLS 257L AND 257R TYPICAL SECTIONS 3 RW26 RETAINING WALL 257M TYPICAL SECTION RW27 RETAINING WALLS 257L, 257R & 257M DETAILS 1 RW27A RETAINING WALLS 257L, 257R & 257M DETAILS 2 RW28 RETAINING WALL 2596L PLAN & ELEVATION 1 RW29 RETAINING WALL 2596L PLAN & ELEVATION 2 RW30 RETAINING WALL 2596L PLAN & ELEVATION 3 RW31 RETAINING WALL 2596R PLAN & ELEVATION 1 RW32 RETAINING WALL 2596R PLAN & ELEVATION 2 RW33 RETAINING WALL 2596R PLAN & ELEVATION 3 RW34 RETAINING WALLS 2596L & 2596R TYPICAL SECTIONS 1 RW35 RETAINING WALLS 2596L & 2596R TYPICAL SECTIONS 2 RW36 RETAINING WALLS 2596L & 2596R TYPICAL SECTIONS 3 RW37 RETAINING WALLS 2596L & 2596R DETAILS 1 RW37A RETAINING WALLS 2596L & 2596R DETAILS 2 RW38 RETAINING WALLS 2596L & 2596R DETAILS 3 RW39 RETAINING WALLS 2596L & 2596R DETAILS 4 RW40 RETAINING WALLS 2596L & 2596R DETAILS 5 RW41 RETAINING WALLS 2596L & 2596R DETAILS 6 RW41A RETAINING WALLS 2596L & 2596R DETAILS 7 RW42 RETAINING WALLS 257L, 257R, 2596L & 2596R - CIP CONCRETE WALL DETAILS RW42A RW43 RETAINING WALL 4080A PLAN & ELEVATION RW44 RETAINING WALL 4080A TYPICAL SECTION NW01 - NW04 NOISE WALL EAST 5 GENERAL PLAN NW05 - NW10 NOISE WALL EAST 5 PLAN AND ELEVATION NW11 - NW16 NOISE WALL EAST 5 DETAILS TALBOT ANCHORED SLOPE DETAIL 1 359 - 363 364 PVD35 PAVING DETAIL - E VALLEY RD CURB RAMP 365 - 397 399 - 400 415 - 416 423 - 426 430 - 432 481 - 484 485 - 490 491 - 496 411 412 413 414 417 418 419 420 421 435 436 437 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 465 466 464 463 462 461 460 459 472 473 474 475 476 477 478 468 469 470 471 467 479 433 434 438 439 480 BARRIER TRANSITION TYPE 2 TO H.P. SINGLE SLOPE RETAINING WALLS GENERAL NOTES AND LEGEND RETAINING WALLS 257L, 257R, 2596L & 2596R - CIP CONCRETE WALL DRAINAGE DETAILS C. CONRAD IN02 INDEX C. CONRAD A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 04/10/20 REV B - FINAL REVIEW 05/08/20 REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 2 887 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO conradcs 6/24/2020 9:04:09 AM c:\pwworking\nai\conradcs\d0321992\C8811_PS_IN03.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 ILN01 ABBREVIATIONS, LEGEND, GENERAL NOTES ILN02 ILN03 ILLUMINATION CONSTRUCTION NOTES ILN04, ILN05 ILLUMINATION WIRE NOTES IL01 - IL20 ILLUMINATION PLAN ILD01 ILLUMINATION NOTES AND SCHEDULES S 14TH STREET ILD02, ILD03 ILLUMINATION PLAN - S 14TH STREET ILD04 ILD05 ILLUMINATION DETAILS ILD06 - ILD09, ILD11 SERVICE WIRING DIAGRAM ILD10 SERVICE PANEL SCHEDULE ILD12 JUNCTION BOX SCHEDULE ILD13, ILD14 ELECTRICAL CABINET FOUNDATION DETAILS TN01 ITS AND TOLLING ABBREVIATIONS, LEGEND, GENERAL NOTES TN02, TN03 ITS AND TOLLING CONSTRUCTION NOTES TN05 - TN08 ITS AND TOLLING WIRE NOTES TS01 - TS20 ITS AND TOLLING PLAN TSD01 - TSD07 DISTRIBUTION DIAGRAM TSD08 - TSD14 NETWORK DIAGRAM TSD15 RENTON FTC DETAILS TSD16 SHEET NOT USED TSD17 ITS MAINLINE CONDUIT TRENCH DETAIL TSD18 - TSD20 ITS MODEL 334 CABINET DETAILS TSD21 - TSD23 ITS LOOP DETAILS TSD24, TSD25 ITS LOOP TERMINATION SCHEDULES TSD26, TSD27 TSD28 ADVANCE WARNING SIGN DETAILS TSD29 RAMP METER POLE DETAILS TSD30 TOLL SYSTEM LOOP LAYOUT DETAILS TSD31 ITS CAMERA MOUNT DETAIL TSD32 CAMERA CABINET DETAILS TSD33 CAMERA POLE DETAILS TSD34 SHEET NOT USED VMS SIGN DETAILS TSD37 ITS DIN RAIL BRACKET DETAILS TSD38 ITS UNISTRUT DETAIL TSD39 TSD40 - TSD42 ITS BREAKER SCHEDULES TSD43 - TSD47 ITS CABINET FOUNDATION DETAILS TSD48 - TSD50 ITS CABINET PAD DETAIL TSD51, TSD52 ITS VAULT DRAIN PIPE DETAILS SS1 - SS14 SIGN SPECIFICATIONS SN01 - SN18 SIGNING PLAN SIGN DETAILS SND11 - SND15 SND16 - SND18 SIGN STRUCTURE DETAILS SB01 SB02 SB03 SB04 SB05 SB06 SB07 SB08 SB09 SB10 SB11 SB12 SB13 SB14 MONOTUBE SIGN STRUCTURES - LAYOUT FUTURE TOLL GANTRY #1 FOUNDATION SB15 MONOTUBE SIGN STRUCTURES - LAYOUT FUTURE TOLL GANTRY #2 FOUNDATION SB16 - SB20 SHEETS NOT USED SB21 MONOTUBE SIGN STRUCTURES GENERAL NOTES SB22, SB23 MONOTUBE SIGN STRUCTURES CANTILEVER STRUCTURAL DETAILS SB24, SB25 MONOTUBE SIGN STRUCTURES <60' SPAN, DETAILS SB26, SB27 SB28, SB29 SB30, SB31 SB32 MONOTUBE SIGN STRUCTURES SMALL SIGN ATTACHMENT DETAILS SB33 - SB40 SHEETS NOT USED SB41 MONOTUBE SIGN STRUCTURES FOUNDATION TYPE 1 - SHAFT DETAILS SB42 MONOTUBE SIGN STRUCTURES FOUNDATION TYPE 1 - CAP DETAILS SB42A MONOTUBE SIGN STRUCTURES CANTILEVER #5 - CAP DETAILS SB43 MONOTUBE SIGN STRUCTURES FOUNDATION DETAILS - BARRIER MOUNTED SB44 MONOTUBE SIGNS - FOUNDATION DETAILS BARRIER MOUNTED - EXTENDED SB45 MONOTUBE SIGN STRUCTURE - FOUNDATION DETAILS - BARRIER TRANSITION SB46 SB47 - SB50 SHEETS NOT USED SB51 BRIDGE MOUNTED SIGN BRACKET NO. 1 & 2 LAYOUT SB52 BRIDGE MOUNTED SIGN BRACKET NO. 3 & 4 LAYOUT SB53 BRIDGE MOUNTED SIGN BRACKET GEOMETRY - BRACKET NO. 1 INDEX SHEET NO.PLAN REFERENCE NO.TITLE INDEX (CONT.) SHEET NO.PLAN REFERENCE NO.TITLE 497 VOLUME 4 INDEX 498 499 523 526 532 533 536 577 578 587 588 589 590 591 592 595 596 597 657 666 667 668 669 670 671 683 684 691 692 693 IN01 - IN05496A - 496E 500 - 501 SHEET NOT USED SHEETS NOT USED SHEETS NOT USED SND01 - SND10 502 - 522 524 - 525 527 - 531 534 - 535 537 - 538 539 - 542 543 - 562 563 - 569 570 - 576 579 - 581 582 - 584 585 - 586 598 - 600 601 - 606 607 - 609 610 - 611 612 - 625 626 - 643 644 - 653 654 - 656 673 - 674 675 - 676 677 - 678 679 - 680 681 - 682 TN04 SHEET NOT USED ITS TRANSFORMER DETAILS 593 594 TSD35 TSD36 VMS CABINET DETAILS 690 658 659 660 661 662 663 664 665 672 685 686 687 688 689 ILLUMINATION SCHEDULES MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #1 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #2 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #3 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #4 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER #5 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER #8 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER #9 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #7 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #6 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN CANTILEVER #13 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #12 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #11 MONOTUBE SIGN STRUCTURES LAYOUT - SIGN BRIDGE #10 MONOTUBE SIGN STRUCTURES 60'-75' SPAN, DETAILS MONOTUBE SIGN STRUCTURES 75'-90' SPAN, DETAILS MONOTUBE SIGN STRUCTURES 90'-105' SPAN, DETAILS MONOTUBE SIGN STRUCTURES FOUNDATION DETAILS - FUTURE TOLL GANTRY #1 C. CONRAD IN03 INDEX C. CONRAD A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 04/10/20 REV B - FINAL REVIEW 05/08/20 REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 3 887 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO conradcs 6/24/2020 9:06:51 AM c:\pwworking\nai\conradcs\d0321992\C8811_PS_IN04.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 SB54 BRIDGE MOUNTED SIGN BRACKET GEOMETRY - BRACKET NO. 2 SB55 BRIDGE MOUNTED SIGN BRACKET GEOMETRY - BRACKET NO. 3 SB56 BRIDGE MOUNTED SIGN BRACKET GEOMETRY - BRACKET NO. 4 SB57 - SB60 BRIDGE MOUNTED SIGN BRACKET DETAILS BRIDGE MOUNTED SIGN BRACKET NO. 5 LAYOUT BT001 BRIDGE LAYOUT BT002 GENERAL NOTES BT003 BT004 PIER 1 AND 4 GIRDER STOP AND SEAT EXTENSIONS BT005 PIER 2 AND 3 CROSS BEAMS GIRDER STOP AND STRENGTHENING BT005A BT005B BT006 EXPANSION JOINT REPLACEMENT BT101 BRIDGE LAYOUT BT102 GENERAL NOTES BT103 FORWARD COMPATIBILITY BT104 FOUNDATION PLAN BT105 BT106 BT107 PIER 1 PLAN AND ELEVATION BT108 PIER 1 DETAILS BT109 PIER 2 PLAN AND ELEVATION BT110 PIER 2 DETAILS BT111 PIER 1 AND 2 ARCHITECHURAL DETAILS BT112 BEARING DETAILS BT113 SUPERSTRUCTURE CONSTRUCTION SEQUENCE BT114 SUPERSTRUCTURE TYPICAL SECTION BT115 FRAMING PLAN BT116 - BT120 GIRDER DETAILS BT121 END DIAPHRAGMS BT122 PARTIAL DEPTH INTERMEDIATE DIAPHRAGMS BT123 DECK REINFORCING BOTTOM MAT BT124 DECK REINFORCING TOP MAT BT125 DECK REINFORCING SECTION BT126 - BT129 BT130 - BT132 BRIDGE APPROACH SLAB DETAILS BT133 BAR LIST BT201 BRIDGE LAYOUT BT202 GENERAL NOTES BT203 FORWARD COMPATIBILITY BT204 FOUNDATION PLAN BT205 BT206 BT207 PIER 1 PLAN AND ELEVATION BT208 PIER 1 DETAILS BT208A PIER 1 DETAILS RFI0108 BT209 PIER 2 PLAN AND ELEVATION BT210 PIER 2 DETAILS BT211 PIER 1 AND 2 ARCHITECHURAL DETAILS BT212 BEARING DETAILS BT213 SUPERSTRUCTURE CONSTRUCTION SEQUENCE BT214 SUPERSTRUCTURE TYPICAL SECTION BT215 FRAMING PLAN BT216 - BT220 GIRDER DETAILS BT221 END DIAPHRAGMS BT222 PARTIAL DEPTH INTERMEDIATE DIAPHRAGMS BT223 DECK REINFORCING BOTTOM MAT BT224 DECK REINFORCING TOP MAT BT225 DECK REINFORCING SECTION BT226 - BT229 BT230 - BT232 BRIDGE APPROACH SLAB DETAILS BT233 UTILITY HANGER DETAILS BT234 BAR LIST BF001 BRIDGE LAYOUT 1 BF002 BRIDGE LAYOUT 2 BF003 BRIDGE LAYOUT 3 BF004 GENERAL NOTES AND GEOMETRY BF005 TYPICAL SECTION BF006 FOUNDATION PLAN 1 BF007 FOUNDATION PLAN 2 BF008 DRILLED SHAFTS TYPICAL DETAILS BF009 DRILLED SHAFTS PIER 1 BF010 DRILLED SHAFTS PIER 2 BF011 DRILLED SHAFTS PIER 3 BF012 DRILLED SHAFTS PIER 4 BF013 DRILLED SHAFTS PIER 5 BF014 DRILLED SHAFTS PIER 6 BF015 DRILLED SHAFTS PIER 7 BF016 DRILLED SHAFTS PIER 8 INDEX SHEET NO.PLAN REFERENCE NO.TITLE INDEX (CONT.) SHEET NO.PLAN REFERENCE NO.TITLE 694 695 696 VOLUME 5 INDEX 703 704 705 706 707 708 709 710 732 733 734 735 744 752 753 697 - 700 702A - 702E IN01 - IN05 727 - 731 741 - 743 785 786 737 - 740 754 755 756 757 758 759 771 - 774 775 - 777 761 - 765 766 767 768 794 712 713 714 715 716 717 718 719 720 721 722 723 724 725 711 788 789 790 791 792 793 787 784 783 782 781 780 779 778 769 748 749 750 751 745 746 747 BT007 SLOPE BETWEEN NEW AND EXISTING TALBOT BRIDGE 726 736 760 770 795 SB61 SB62 701 702 BRIDGE MOUNTED SIGN BRACKET GEOMETRY - BRACKET NO. 5 FRP COLUMN STRENGTHENING PIER 2 AND 3 CROSS BEAMS REINFORCEMENT DETAILS 1 PIER 2 AND 3 CROSS BEAMS REINFORCEMENT DETAILS 2 DRILLED SHAFTS PIER 1 DRILLED SHAFTS PIER 2 TRAFFIC BARRIER - SINGLE SLOPE 42" DETAILS DRILLED SHAFTS PIER 1 DRILLED SHAFTS PIER 2 TRAFFIC BARRIER - SINGLE SLOPE 42" DETAILS C. CONRAD IN04 INDEX C. CONRAD A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 04/10/20 REV B - FINAL REVIEW 05/08/20 REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 4 887 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO conradcs 6/24/2020 9:10:04 AM c:\pwworking\nai\conradcs\d0321992\C8811_PS_IN05.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 BF017 DRILLED SHAFTS PIER 9 BF018 DRILLED SHAFTS PIER 10 BF019 DRILLED SHAFTS PIER 11 BF020 PIER 1 PLAN AND ELEVATIONS BF021, BF022 PIER 1 SECTIONS AND DETAILS BF023 PIER 12 PLAN AND ELEVATIONS INDEX SHEET NO.PLAN REFERENCE NO.TITLE INDEX (CONT.) SHEET NO.PLAN REFERENCE NO.TITLE BF024, BF025 PIER 12 SECTIONS AND DETAILS BF026 COLUMN GEOMETRY BF027 COLUMN REINFORCING PIERS 2, 3, 10 & 11 (5' PINNED COLUMNS) BF028 COLUMN REINFORCING PIERS 4 TO 8 (5' FIXED COLUMNS) BF029 COLUMN REINFORCING PIER 9 (6' PINNED COLUMNS) BF030 COLUMN PIPE PINS BF031 SHEET NOT USED BF032 CROSS BEAMS - TYPICAL GEOMETRY AND PIGMENTED SEALER BF033 CROSS BEAM - PIER 2 PLAN AND ELEVATION BF034 CROSS BEAM - PIER 2 SECTIONS AND DETAILS BF035 CROSS BEAM - PIER 3 PLAN AND ELEVATION BF036, BF037 CROSS BEAM - PIER 3 SECTIONS AND DETAILS BF038, BF039 BF040 CROSS BEAM - PIER 4 PLAN AND ELEVATION BF041, BF042 CROSS BEAM - PIER 4 SECTIONS AND DETAILS BF043 CROSS BEAM - PIER 5 PLAN AND ELEVATION BF044, BF045 CROSS BEAM - PIER 5 SECTIONS AND DETAILS BF046 CROSS BEAM - PIER 6 PLAN AND ELEVATION BF047, BF048 CROSS BEAM - PIER 6 SECTIONS AND DETAILS BF049 CROSS BEAM - PIER 7 PLAN AND ELEVATION BF050, BF051 CROSS BEAM - PIER 7 SECTIONS AND DETAILS BF052 CROSS BEAM - PIER 8 PLAN AND ELEVATION BF053, BF054 CROSS BEAM - PIER 8 SECTIONS AND DETAILS BF055 CROSS BEAM - PIER 9 PLAN AND ELEVATION BF056, BF057 CROSS BEAM - PIER 9 SECTIONS AND DETAILS BF058, BF059 BF060 CROSS BEAM - PIER 10 PLAN AND ELEVATION BF061, BF062 CROSS BEAM - PIER 10 SECTIONS AND DETAILS BF063, BF064 BF065 CROSS BEAM - PIER 11 PLAN AND ELEVATION BF066 CROSS BEAM - PIER 11 SECTIONS AND DETAILS BF067 ELASTOMERIC BEARING DETAILS BF068 SUPERSTRUCTURE CONSTRUCTION SEQUENCE BF069 FRAMING PLAN SPANS 1-4 BF070 FRAMING PLAN SPANS 5-8 BF071 FRAMING PLAN SPANS 9-11 BF072 - BF076 GIRDER DETAILS BF077 END DIAPHRAGMS AT PIERS 1 AND 12 BF078 END DIAPHRAGMS AT PIERS 4 AND 8 BF079 PARTIAL DEPTH INTERMEDIATE DIAPHRAGM DETAILS BF080 PLAN - BRIDGE DECK REINFORCING SPAN 1 BF081 PLAN - BRIDGE DECK REINFORCING SPAN 2 BF082 PLAN - BRIDGE DECK REINFORCING SPAN 3 BF083 PLAN - BRIDGE DECK REINFORCING SPAN 4 BF084 PLAN - BRIDGE DECK REINFORCING SPAN 5 BF085 PLAN - BRIDGE DECK REINFORCING SPAN 6 BF086 PLAN - BRIDGE DECK REINFORCING SPAN 7 BF087 PLAN - BRIDGE DECK REINFORCING SPAN 8 BF088 PLAN - BRIDGE DECK REINFORCING SPAN 9 BF089 PLAN - BRIDGE DECK REINFORCING SPAN 10 BF090 PLAN - BRIDGE DECK REINFORCING SPAN 11 BF091 DECK REINFORCING SECTION SPAN 1 - 3 BF092 DECK REINFORCING SECTION SPAN 4 - 7 BF093 DECK REINFORCING SECTION SPAN 8 - 11 BF094 DECK REINFORCING DETAILS BF095 EXPANSION JOINTS BF096 - BF098 TRAFFIC BARRIER - SINGLE SLOPE 42" DETAILS BF099 TRAFFIC BARRIER - MEDIAN BF100 - BF101 BRIDGE APPROACH SLAB DETAILS BF102 BRIDGE DRAINS - PIERS 1 AND 5 BF103 BRIDGE DRAINS - PIER 11 BF104 BRIDGE DRAIN PIPE SUPPORTS BF105 - BF108 796 797 798 802 812 813 819 822 825 828 831 834 839 863 864 865 866 867 868 869 870 871 872 873 878 881 882 883 800 - 801 803 - 804 815 - 816 817 - 818 820 - 821 823 - 824 826 - 827 829 - 830 832 - 833 835 - 836 837 - 838 840 - 841 842 - 843 851 - 855 884 - 887 875 - 877 879 - 880 856 861 860 859 858 857 862 849 848 847 846 845 844 811 810 809 808 807 806 805 799 814 850 874 CROSS BEAM - PIER 3 POST-TENSIONING DETAILS CROSS BEAM - PIER 9 POST-TENSIONING DETAILS CROSS BEAM - PIER 10 POST-TENSIONING DETAILS BAR LIST C. CONRAD IN05 INDEX C. CONRAD A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 04/10/20 REV B - FINAL REVIEW 05/08/20 REV 0 - RELEASED FOR CONSTRUCTION 06/24/20 5 887 SCALE IN FEET 0 1000 2000 PROJECT LOCATION SR167 VICINITY MAP VM01 (NOT INCLUDED IN PROJECT) BRIDGE # 167/129 04/28/17 DIRECT CONNECTOR I-405/SR 167 INTERCHANGE SB167-A 10893+86.06 SR 167 M.P. 21.35 BEGIN SB SR 167 PAVER CONSTRUCTION BEGIN PROJECT SMITHWMEEKERWJAMESSTSTST228THST76TH AVE S TO RENTON TO KENT (NOT INCLUDED IN PROJECT) BRIDGE # 167/128W (NOT INCLUDED IN PROJECT) BRIDGE # 167/130 (NOT INCLUDED IN PROJECT) BRIDGE # 167/131.25 REV A - PRELIMINARY SUBMITTAL A. SCHMIDTMAN A. SCHMIDTMAN P. CROWLEY REV 0 - RELEASED FOR CONSTRUCTION 05/15/17 5611278171813241920WILLISSTESMITHSTCANYONDR104TH AVE SE 104TH AVE SE BENS O NRDSE 108TH AVE SES 248TH STS 240TH STSMITHSTMEEKERSTWGOWESTEGOWESTEST TIT USS CENTRAL AVE 6TH AVE N 4TH AVE N CENTRAL AVEJAMESSTREITENRDJASON N AVE 228THST76TH AVE S 84TH AVE S S 212TH STSE 216TH ST216THSSTS 208THSE 208TH STST84TH AVE S 516515515167S 218TH STAV S 98TH 100TH AVE SE 100TH AVE SE S 196THST94TH AVE S S 212TH W AYBNSF SANTA FESpringbrookSpringsHarrison CreekWolfBay BNSF LAKESA M MAMISH ELLIOTT BAY AIRPORTINTERNATIONALKING COUNTYBOEING FIELD/ 5 99 LAKE WASHINGTON I S LAND90 INTERNATIONALAIRPORT SEATTLE-TACOMA 509 518 RENTON AIRPORTMUNICIPAL 5 520 90 BELLEVUESEATTLE KIRKLAND RECREM KENT 18 405 167 169RENTON FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 5/15/2017 2:42:40 PM c:\pwworking\nai\schmidal\d0321992\C8811_DE_VM01.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 MATCH LINE SEE SHEET VM02887 6 TO KENT TO BELLEVUETO I-5 (SEATAC) SCALE IN FEET 0 1000 2000 PROJECT LOCATION SR515 SR167 I-405 VICINITY MAP VM02NORTHERNSANTAFEBURLINGTONE VALLEY RD keerC sooS giB CEDAR AVE S RENTON AVENUE S REVIR RADECINTERCHANGE SR 167 / I-405 SR169 SR900BENSON RD S S DR TOBLAT BENSON DR S RAINIER AVE S MAPLEVALLEY HWYENB405 1272+82.10 I-405 M.P. 3.96 END PROJECT (NOT INCLUDED IN PROJECT) BRIDGE # 405/014 (NOT INCLUDED IN PROJECT) BRIDGE # 405/022 (NOT INCLUDED IN PROJECT) BRIDGE # 405/021 (NOT INCLUDED IN PROJECT) BRIDGE # 405/020 SB405 1187+01.42 NB405 1185+94.93 I-405 M.P. 2.32 BEGIN I-405 CONSTRUCTION NB167 351+95.90 SB167 252+08.70 SR 167 M.P. 26.26 END SR 167 CONSTRUCTION 04/28/17 DIRECT CONNECTOR I-405/SR 167 INTERCHANGE E167 11075+06.33 SR 167 M.P. 24.80 BEGIN SR 167 CONSTRUCTION END SB SR 167 PAVER CONSTRUCTION REV A - PRELIMINARY SUBMITTAL A. SCHMIDTMAN A. SCHMIDTMAN P. CROWLEY (SIGN BRACKET) BRIDGE # 167/133 (SIGN BRACKET) BRIDGE # 405/015 (SIGN BRACKET) BRIDGE # 405/017 (NEW BRIDGE) NB405 1209+35.34 (NEW BRIDGE) SB405 1210+82.83 (NOT INCLUDED IN PROJECT) BRIDGE # 405/015S-S (NOT INCLUDED IN PROJECT) BRIDGE # 405/018E (SIGN BRACKET) BRIDGE # 405/017.3 (SIGN BRACKET) BRIDGE # 405/017.7 (NOT INCLUDED IN PROJECT) BRIDGE # 405/018W (SEISMIC RETROFIT) BRIDGE # 405/016 REV 0 - RELEASED FOR CONSTRUCTION 05/15/17 17181920293031RERRAINIERMILL AVE S S G R ADY WYSMAIN WSUNSETBL VDMAPLEVALLEYHWY108TH AVE SE 84TH AVE S NE 3 RD STN4THSTN3RDST3RDNPLLOGAN PARK GARDEN WELLS LOGAN AVE S S AVE S WILLIAMS WELLS AV 4THSTS7THSTSTAIRPORTWAYTAYLORNW84TH AVE S RENTONAVESSWGRADYWAY16THLINDSW E VAL LE Y R DE VALLEY RD BENSONRDSPUGETDR SE EDMONDS AVE SESESESE 176TH STRD CARRSESC A R R R 5 E T 22 NT 23 NR 4 E 116TH AVE SE S2NDSTST3RDSAVS 405900405RDWLANGSTONH RDI E S 3 R DP L AVE SW LIND AVE SW 900900900169167515AV7THSW 27TH STSW 34TH STSW 41ST STTALBOT RD S TALBOTRDSS 21STSTSE43RDST(S180THST)NORTHERNSANTAFEONBENSON DR SSpringbrook Creek WolfBay BNSF LAKESA M MAMISH ELLIOTT BAY AIRPORTINTERNATIONALKING COUNTYBOEING FIELD/ 5 99 LAKE WASHINGTON I S LAND90 INTERNATIONALAIRPORT SEATTLE-TACOMA 509 518 RENTON AIRPORTMUNICIPAL 5 520 90 BELLEVUESEATTLE KIRKLAND RECREM KENT 18 405 167 169RENTON FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 5/15/2017 2:41:41 PM c:\pwworking\nai\schmidal\d0321992\C8811_DE_VM02.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811MATCH LINE SEE SHEET VM01887 7 PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 RED ARHCS .J SALOHCIN FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 6/6/2019 9:34:48 AM c:\pwworking\nai\schmidal\d0321992\C8811_PS_RS01.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 12' ACCESS MAINTENANCE ` 14ST 3'3' 2:12:1 18' ` 14ST 3'3' 2:1 1.5' 4' ` 14ST 3'3' CROSS STREET EXISTING GROUND @ VAR.* INTERSECTION SEE PAVING PLANS FOR DETAILS 0.35' 0.35' MIN VARIES 0.50' 0.50' MIN VARIES (BY OTHERS) ROUGH GRADING (BY OTHERS) ROUGH GRADING (BY OTHERS) ROUGH GRADING 0.50' 0.50' MIN VARIES WHIT 1+27.82 TO WHIT 1+47.63 ** MATCH EXISTING. *CROSS SLOPE VARIES. MATCH EXISTING VARIES EXISTING GROUND 12' ACCESS MAINTENANCE ` 14ST 0.35' (BY OTHERS) ROUGH GRADING ACCESS MAINTENANCE ` 14ST 2:1 3'3' 0.35' 0.35' MIN VARIES GROUND EXISTING 6'6' 0.50' 0.50' MIN VARIESMAX) (2:1 VAR. MAX) (2:1VAR. 8'4' 0.35' MIN VARIES SEE SUPERELEVATION DIAGRAM FOR CROSS SLOPE. *CROSS SLOPE VARIES AT CROSS STREETS. 2:1 2:1 1.5' EXISTING GROUND 6 4 VAR. 6' 6'-13.2' VAR. 4 3 3 3 2 22 2 2 3 2 3 7 3 4 4 PIVOT POINT PROFILE AND PIVOT POINT PROFILE AND PIVOT POINT PROFILE AND PIVOT POINT PROFILE AND PIVOT POINT PROFILE AND 4' VAR. VAR. GROUND EXISTING 0.5' 0.5' 2:1 14ST 16+30.00 TO 14ST 16+94.00 MORR 4+00.00 TO MORR 4+61.19 1.5' ** ** SECTIONS SEE N167-N ROADWAY 14ST ROADWAY SECTION A - 10+02.36 TO 14ST 10+34.88 14ST 10+34.88 TO 14ST 10+80.00 14ST 11+55.00 TO 14ST 14+12.83 14ST ROADWAY SECTION B - 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 ROADWAY SECTION D - 14ST ROADWAY SECTION E - CROSS STREET SECTION A - 14ST ROADWAY SECTION F - SECTIONS SEE N167-N ROADWAY SECTIONS SEE N167-N ROADWAY VAR. THICKENED EDGE VARIES NOISE WALL E5 RELOCATED WSDOT NOISE WALL E5 RELOCATED WSDOT NOISE WALL E5 RELOCATED WSDOT VARIES NOISE WALL E5 RELOCATED WSDOT VARIES 14ST 23+99.76 TO 14ST 25+62.26 2 0.50' MIN VARIES 3 2' 4 LIMITS) (SEE SHEET PV12 FOR RIGHT OF WAY FENCE 12' ACCESS MAINTENANCE ` 14ST 3'3'2:10.35' (BY OTHERS) ROUGH GRADING 6'6' 3 24 PIVOT POINT PROFILE AND 4' GROUND EXISTING SECTIONS SEE N167-N ROADWAY 14ST 10+80.00 TO 14ST 11+55.0014ST ROADWAY SECTION C - NOISE WALL E5 RELOCATED WSDOT R/WVAR. GROUND EXISTING VAR.R/W 0.60' 1' 2:1 2% R/W1.5' MIN. 0.35' MIN VARIES VAR.R/W EXISTING 1.5:1 1.0' MIN. 4' 14ST 14+12.83 TO 14ST 15+12.08 (DAVIS AVENUE)** 14ST 17+30.49 TO 14ST 18+24.88 (SHATTUCK AVENUE)** 14ST 20+03.19 TO 14ST 21+02.86 (WHITWORTH AVENUE)** 14ST 22+59.08 TO 14ST 23+47.87 (MORRIS AVENUE)** **INCLUDES BARRIER TERMINALS 2 14ST 23+47.81 TO 14ST 23+99.76 SHAT 2+30.66 TO SHAT 2+32.37 N. SCHRADER N. SCHRADER A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/10/16 RS01 ROADWAY SECTIONS S. 14TH STREET REV B - FINAL REVIEW 12/20/16 CRUSHED SURFACING BASE COURSE HMA CL. 1/2 IN. PG 64-22 LEVELING COURSE LEGEND COMMON BORROW INCLUDING HAUL GUARDRAIL BARRIER 1 2 3 4 5 6 HMA CL. 1/2 IN. PG 70-22 WEARING COURSE 7 EXTRUDED CURB 8 PCCP GRINDING 9 DOWEL BAR RETROFIT 10 (SEE WALL PLANS FOR DETAILS) RETAINING WALL NOTES: INFORMATION. SEE SHEETS PVD02A AND PVD03A FOR ADDITIONAL GRADING 7. PR01-PR03 SHEETS. CROSS SLOPE VARIES. SEE SUPERELEVATION DIAGRAM ON6. NOT INCLUDED WITHIN STATION RANGES. SEE PVD01-PVD04 SHEETS FOR PAVING AND BARRIER5. SEE PVD01-PVD04 SHEETS FOR BARRIER AND CURB TYPES.4. SEE SITE PREPARATION PLANS FOR SAWCUT LIMITS.3. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.2. IN THE WSDOT STANDARD SPECIFICATIONS. DEPTHS. COURSES SHALL NOT EXCEED DEPTHS DEFINED ALL SURFACING AND PAVING DEPTHS ARE COMPACTED1. 03/13/17REV 0 - RELEASED FOR CONSTRUCTION 08/08/17REV 1 - RFI0103 REV 2 - RFI0358 06/05/19 887 8 SCALE IN FEET 0 50 100 SEC.19 T.23N. R.5E. W.M.P.I. STATION DELTA RADIUS TANGENT LENGTH S CURVE DATA DESIGN SPEED 04°06'06" RT 3470.00'248.40'4% 04°09'46" RT 4154.50'301.83'2% 29°18'49" RT 300.00'153.49' 96°43'23" RT 174.34'261.66' 96°29'31" RT 155.00' 43°33'26" RT 300.00'228.06' 43°51'44" RT 540.00'413.39' NB405 1189+09.41 217.42' N-N167 15+83.25 173.64'261.04' N-N167 17+90.51 E 1297692.48 N 173702.17 E405 1183+00.00, 19.63' RT NB405 1182+36.56 = E 1297689.83 N 173743.39 E405 1183+00.00, 21.67' LT SB405 1183+43.06 = E405 1183+00.00 POE N-N167 11+47.95 PCC N-N167 10+72.93 PI N-N167 13+22.30 PI N-N167 14+09.61 PCC N-N167 16+70.65 PCC N-N167 17+90.51 PI N-N167 15+83.25 PI NBCD 10+18.24 PC NBCD 11+69.23 PI NBCD 13+20.08 PT NB405 1187+85.15 PC NB405 1189+09.41 PI NB405 1190+33.56 PT SB405 1191+08.61 AP N167-N 20+74.97 PC N167-N 22+92.39 PI NB167 352+56.71 POE SB167 252+69.43 POE N-S167 16+48.96 PT 124.25' NBCD 11+69.23 150.98' N-N167 10+72.93 78.46' N-N167 13+22.30 155.00'10% N167-N 22+92.39 10% ALIGNMENT PLAN AL10 GENERAL NOTES: TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. LOCATION. ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION 3. 2. 1. 80°37'07" RT 1063.00'901.79'1495.70'7%DC-F 40+84.24 MATCH LINE NB405 1190+50.00 SEE SHEET AL11MATCH LINE NB167 348+00.00 SEE SHEET AL09 MATCH LINE E167 11003+80.00 SEE SHEET AL20 R/WR/W (355.59' RT) E405 1180+23.48 (275.35' LT) E405 1180+36.88 (472.29' RT) E405 1181+39.21 (549.62' RT) NB405 1188+37.75 (486.50' RT) NB405 1189+18.69 (424.98' RT) NB405 1189+90.18 R/W 10% 8% E 1297954.31 N 173644.01 SB167 252+69.43, 7.05' RT NB167 352+56.71, 19.29' LT E167 a 11000+00.00 = GP17167-29 SURVEY CONTROL POINT NB405 1184+90.86, 72.15' RT NB405 1185+94.51, 38.30' RT NBCD 10+00.00 POB = MP 26.28 E167 11000+75.21 MP 2.32 = NB405 1185+01.03 MP 26.29 E167 11001+16.62 MP 2.32 = SB405 1186+11.33 NB SR167 TO N B I-405NB I- 4 05 T O NB SR 167 S B S R167 T O NB I-405NB I-405 TO SB SR167 SB SR167 TO SB I-4056% S B I-405 T O SB SR167 NB SR167 TO SB I-405 NB167 350+28.75 PT SB167 250+38.31 PT 03°16'15" LT 4030.00'230.06'2%SB167 249+23.31 115.06' 04°46'34" RT 4030.00'335.94'2%NB167 348+60.88 168.07' SB167 249+23.31 PI NB167 348+60.88 PI BEARING OUT N 81°08'02" E BEARING IN N 00°30'55" E DC-F 40+84.24 PI NB SR 167SB SR 167SB167 249+65.16, 416.44' LT N-S167 19+07.00 POE = A. SCHMIDTMAN A. KIRDAHY P. CROWLEY REV A - PRELIMINARY REVIEW 10/10/16 11/15/16REV B - FINAL REVIEW 60 MPH 45 MPH 20 MPH 20 MPH 20 MPH 20 MPH 45 MPH 45 MPH 45 MPH 45 MPH NBCD 10+56.26, 14.00' RT N-N167 9+94.47 POB/PC = NB167 351+95.78, 12.00' RT N-N167 18+98.71 PT/POE = REV 0 - RELEASED FOR CONSTRUCTION 12/13/16 02/17/17 NB167 LINEREV 1 - RFC (RFI0004) 04/04/17REV 2 - RFC (RFI0011) 4 REV 3 - RFC (RFI0033)05/15/17 119.86' 4 4 06/20/17REV 4 - RFC (RFI0054) FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 6/16/2017 11:28:25 AM c:\pwworking\nai\schmidal\d0321992\C8811_PS_AL10.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHNIGT O N47018 NAMTDIMHCS EEL MADARAINIER AVE SS 14TH STSB I-405 NB I-405 SB167 LINEN-S167 LINE DC-F LINE NBCD LINE NB167 LINEN16 7-N LIN ESB405 LINE NB405 LINE N-N167 LINE 1180 1183 a 11000E167 LINEE405 LINE 40 2501185 1190 10 1185 1190 2 0 35010 15887 78 SCALE IN FEET 0 50 100 P.I. STATION DELTA RADIUS TANGENT LENGTH S CURVE DATA DESIGN SPEED N167-N 24+88.37 PT N167-N 27+44.93 PC N167-N 28+35.15 PI N167-N 30+14.81 PI N167-N 31+04.28 PT N167-N 33+78.46 PC NBCD 21+21.73 PI NBCD 20+02.61 PRC NBCD 18+05.19 PI NBCD 16+06.63 PC NB405 1192+39.74 PC NB405 1195+21.30 PI NB405 1198+01.63 PT SB405 1191+69.36 PC SB405 1197+50.90 PT SB405-SB 12+28.31 PT SB405-SB 10+08.28 PC SB405-SB 11+18.32 PI SB405-NB 10+87.00 PC SEC.19 T.23N. R.5E. W.M. N167-N 29+25.34 PRC DC-F 46+78.16 PT ALIGNMENT PLAN AL11 GENERAL NOTES: 3. 2. 1. SB I-405 NB I-405 R/W (332.77' RT) NB405 1190+66.92 (365.93' RT) NB405 1191+15.59 (316.06' RT) NB405 1191+49.57 (260.24' RT) NB405 1194+27.37 (262.54' RT) NB405 1195+90.41 (204.16' RT) NB405 1198+21.61 (167.87' RT) NB405 1200+75.05 R/W (112.08' LT) SB405 1193+67.39 (84.07'LT) SB405 1196+10.44 (73.00' LT) SB405 1197+54.71 (82.23'LT) SB405 1196+93.45 (68.90' LT) SB405 1201+21.51 (69.09' LT) SB405 1201+52.76 (65.10' LT) SB405 1201+52.79 (65.19' LT) SB405 1201+64.70 (69.19' LT) SB405 1201+64.66 (69.52' LT) SB405 1202+02.01 (240.24' RT) NB405 1196+72.87 TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. LOCATION. ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION R/W EASEMENT CONSTRUCTION TEMPORARY 14ST 11+32.05 PI N 78°50'11" E 14ST 13+91.88 AP N 79°27'24" E 14ST 15+32.82 AP 14ST 18+06.88 AP N 72°59'08" E N 80°10'12" E N 01°04'44" E N 00°00'00" E N 03°23'56" E N 01°49'47" E SB405 1194+46.82, 37.66' LT SB405-SB 10+00.00 POB = 504-I BN OT 761RS BS 504-I BN OT 761RS BN 761RS BN OT 504-I BS 761RS BS OT 504-I BS N 65°15'49" E SB405 1194+60.29 PI DC-F 53+00.00, 21.00' LT DC-C 253+00.00 POB = DC-F 53+00.00 POE DC-F 53+00.00, 17.00' RT DC-D 153+00.00 POB = 02°33'58" LT 4028.00'180.41'2% 01°29'40" RT 6860.00'178.94'NC 10°42'07" LT 2120.00'395.98'4% NBCD 21+21.73 01°21'47" RT 119.12'238.24' 09°16'40" LT 3470.00' 04°40'23" LT 7130.00'290.93'518.54' 02°57'34" LT 4260.00'220.03' N167-N 28+35.15 N167-N 30+14.81 198.57' 04°39'53" LT 3000.00'244.24'SB405-NB 12+09.19 NBCD 18+05.19 10015.04'NC NB405 1195+21.30 281.56'561.89'4% SB405 1194+60.29 SB405-SB 11+18.32 SB405-NB 12+09.19 PI E 1298975.04 N 173452.70 NB405 1195+00.31, 299.00' RT DAV 1+00.00 POB = DAV 1+65.34 POE 14ST 14+70.42 = N 10°32'36" W 13°56'32" LT 6.11'SHAT 2+74.86 50.00'12.17'NA NA E 1299552.68 N 173549.63 NB405 1200+60.44, 278.05' RT WHIT 0+99.94 POB = (295.26' RT) NB405 1191+93.87 (290.93' RT) NB405 1192+15.05 (299.99' RT) NB405 1192+20.63 (267.82' RT) NB405 1194+26.90MATCH LINE NB405 1190+50.00 SEE SHEET AL10N 82°43'47" E (253.45' RT) NB405 1195+06.64 (274.35' RT) NB405 1195+04.92 (247.01' RT) NB405 1195+92.05 (244.81' RT) NB405 1198+41.03 (200.34' RT) NB405 1198+48.23 (205.22' RT) NB405 1197+87.26 (245.48' RT) NB405 1197+80.84 (247.91' RT) NB405 1197+27.93 SHAT 2+82.68 POE 14ST 17+88.56 = E 1299283.88 N 173389.22 NB405 1197+73.35, 395.25' RT SHAT 0+98.95 POB = SHAT 2+18.69 AP SHAT 2+68.74 PC SHAT 2+74.86 PI SHAT 2+80.91 PT EASEMENT TEMPORARY CONSTRUCTION (215.08' RT) NB405 1200+48.68 (170.53' RT) NB405 1200+56.48 14ST 20+62.96 AP (210.62' RT) NB405 1200+90.07 (167.49' RT) NB405 1200+97.62 WHIT 2+01.35 POE 14ST 20+63.18 =MATCH LINE NB405 1201+50.00 SEE SHEET AL122%(EXIST) A. SCHMIDTMAN A. KIRDAHY P. CROWLEY REV A - PRELIMINARY REVIEW 10/10/16 EASEMENT CONSTRUCTION TEMPORARY 45 MPH 45 MPH 45 MPH 50 MPH 60 MPH 60 MPH 35 MPH 35 MPH REV B - FINAL REVIEW 11/15/16 90.22' 89.47' NB405 1198+31.94, 22.00' RT NBCD 22+40.84 PT/POE 2%(EXIST) REV 0 - RELEASED FOR CONSTRUCTION 12/13/16 E 1298516.47 N 173399.33 NB405 1190+64.33, 345.03' RT 14ST 9+92.44 POB = 14ST 11+13.48 PC 14ST 11+50.44 PT 13°34'22" RT 18.56'36.96'2%NA14ST 11+32.05 156.00' 02/17/17 SB405-SB 12+69.58, 12.00' LT SB405-NB 13+31.24 PT/POE = 122.19' SB405 1193+84.90, 79.66' LT SB405-NB 10+00.00 POB = REV 1 - RFC (RFI0004) 2 2 110.04'2% 04/04/17REV 2 - RFC (RFI0011) 2 WHITWORTH AVE SSHATTUCK AVE SDAVIS AVE (PRIVATE)PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47018 NAMTDIMHCS EEL MADA FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 4/4/2017 3:32:17 PM c:\pwworking\nai\schmidal\d0321992\C8811_PS_AL11.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 N167-N LINE DC-F LINE NBCD LINE SB405 LINE NB405 LINE 14ST LINE SB405-SB LINE DAV LINESHAT LINEWHIT LINESB405-NB LINE DC-D LINE DC-C LINE 15315345 50 253253 1195 1200 15 20 1+001+002+001+002+0010 15 20 1195 1200 10 25 30 10 15 887 79 SCALE IN FEET 0 50 100 SEC.19 T.23N. R.5E. W.M.P.I. STATION DELTA RADIUS TANGENT LENGTH S CURVE DATA DESIGN SPEED 15°47'51" LT 2994.24'825.56'3% 13°51'34" LT 1974.24'477.55'5% 22°45'12" LT 2727.00'1082.95'5% DC-D 158+69.24 12°12'39" LT 1830.00'195.75'390.01' SB405 1209+43.23 24°27'23" LT 1876.70'801.06' N167-N 37+93.88 PI N167-N 37+93.88 415.42' N167-N 44+43.97 NB405 1201+90.21 PC NB405 1207+38.92 548.71' DC-D 156+73.50 PC DC-D 158+69.24 PI SB405 1205+36.51 PC SB405 1209+43.23 PI 406.72' 24°24'14" LT 1830.00'779.45'5%395.72'SB405-SB 24+75.81 SB405-SB 20+80.09 PC SB405-SB 24+75.81 PI E515 22+49.36 SB405 1211+48.29 = MP 2.78 E515 21+84.86 NB405 1210+41.28 = MP 2.78 E515 21+39.36 N167-N 42+79.90 = MP 2.78MATCH LINE NB405 1201+50.00 SEE SHEET AL11DC-C 257+31.32 PI DC-C 255+28.38 PC GENERAL NOTES: 3. 2. 1. ALIGNMENT PLAN AL12MATCH LI NE NB405 1212+00.00 SEE SHEET AL13SB I-405 NB I-405 (166.19' RT) NB405 1202+94.90 (217.99' RT) NB405 1207+75.89 (170.22' RT) NB405 1203+51.98 (202.35' RT) NB405 1205+76.93 (70.17' LT) SB405 1202+77.04 (71.26' LT) SB405 1204+02.98 (72.79' LT) SB405 1205+21.71 (73.43'LT) SB405 1205+49.99 (73.24' LT) SB405 1205+41.45 (73.01' LT) SB405 1205+31.49 (126.82' LT) SB405 1205+59.28 (159.37' LT) SB405 1206+28.70 (205.44' LT) SB405 1207+21.11 (249.75' LT) SB405 1208+92.68 (283.28' LT) SB405 1207+72.36 (345.61' LT) SB405 1207+94.52 (306.81' LT) SB405 1209+42.43 (295.37' LT) SB405 1210+32.22 (286.10' LT) SB405 1211+46.83 (271.29' LT) SB405 1212+19.91 N167-N 42+04.02 PCC N167-N 44+43.97 PI 239.95' 5% R/W R/W R/W EASEMENT CONSTRUCTION TEMPORARY SB I-405 TO NB SR167 TALBOT RD S TO NB I-405 N 75°48'59" ES 89°41'22" EN 00°00'00" E N 80°10'12" E 07°08'19" LT 3253.53'202.94'405.36'DC-C 257+31.32 14ST 24+69.74 14°29'39" LT NB SR167 TO NB I-405 NB405 1207+38.92 PI 515-N 50+55.53 PC 515-N 51+09.02 PI 515-N 51+58.53 PT 5% 38°04'21" LT 53.48'515-N 51+09.02 155.00' TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES. LOCATION. ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION 14ST 23+36.69 AP 14ST 23+47.66 PC 14ST 24+69.74 PI NB405 1205+73.95, 212.21' RT 14ST 25+90.52 PT = NB405 1202+98.48, 283.43' RT MORR 4+00.00 POB = MORR 5+08.72 POE 14ST 23+13.60 = 960.00'122.08'242.85' E515 22+97.10 SB405-SB 27+10.91 = MP 2.79 NB405 1209+94.05, 184.85' RT 515-N 50+46.21 POB = R/W (199.83' RT) NB405 1205+38.50 (229.26' RT) NB405 1205+30.08 (199.43' RT) NB405 1203+45.53 (209.02' RT) NB405 1202+86.35 NB405 LINE 2% A. KIRDAHY A. SCHMIDTMAN P. CROWLEY REV A - PRELIMINARY REVIEW 10/10/16 11/15/16REV B - FINAL REVIEW 45 MPH 50 MPH 60 MPH 50 MPH 25 MPH 60 MPH 45 MPH 50 MPH 5%(EXIST) SB405 1207+32.98, 11.50' RT DC-C 259+33.74 PT/POE = NB405 1207+71.40, 13.00' LT DC-D 160+63.51 PT/POE = REV 0 - RELEASED FOR CONSTRUCTION 12/13/16 NA 1 4.45%(EXIST) 1 1 103.00' REV 1 - RFC (RFI0033)05/15/17 2025NB405 LINE N167-N LINE E515 LINE14ST LINE SB405 L INE SB405 -SB L INE 515-N LINE DC -D L INE DC -C L INE 14ST LINE 155 160 255 4+005+00MORR LINEMORR LINE4+005+00SMITHERS AVE SMORRIS AVE SS RENTON VI LLAGE PLPROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHNIGTON47018 NAMTDIMHCS EEL MADA FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 5/15/2017 4:02:28 PM c:\pwworking\nai\schmidal\d0321992\C8811_PS_AL12.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 1205 1210 25 1205 1210 35 40 22 23 2425 20 25 887 80 88789 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 6/6/2019 8:33:53 AM c:\pwworking\nai\schmidal\d0321992\C8811_PS_SP11.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 MBMBMBMBMBMBMBMBU UU U U U U U UUUU PPPPP PPU U PP PPP P P P P ? ? STT STT STT DIRP DIRP ?? ? ? ? ? E E G G PB PB PB PB N167-N LINE DC-F LINE NBCD LINE SB405 LINE NB405 LINE 14ST LINE SB405-SB LINE DAV LINESHAT LINEWHIT LINESB405-NB LINE DC-D LINE DC-C LINE 15315345 50 253253 PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47018 NAMTDIMHCS EEL MADA SCALE IN FEET 0 50 100 SITE PREPARATION PLAN SP11MATCH LINE NB405 1201+50.00 SEE SHEET SP12MATCH LINE NB405 1190+50.00 SEE SHEET SP10BEGIN PAVEMENT REMOVAL NB405 1195+02.98, 20.00' LT NB405 1194+39.66, 34.94' RT 10/10/16REV A - PRELIMINARY REVIEW P. CROWLEY P. CROWLEY AND GRUBBING LIMITS OF CLEARING SB I-405 NB I-405 BEGIN WALL REMOVAL NB405 1192+27.70, 65.49' RT REV B - FINAL REVIEW 12/27/16 BEGIN SAWCUT BEGIN BARRIER REMOVAL BEGIN PAVEMENT REMOVAL 14ST 10+00.58, 9.02' LT END SAWCUT BEGIN PAVEMENT REMOVAL 14ST 10+18.30, 20.96' RT END WALL REMOVAL NB405 1200+83.29, 11.36' RT END BARRIER REMOVAL SB405-SB 12+00.66, 7.45' RT REMOVE ATTENUATOR END BARRIER REMOVAL SB405 1196+48.47, 26.77' LT WALL REMOVAL SHEETS FOR NOISE SEE NOISE WALL BEGIN SAWCUT BEGIN PAVEMENT REMOVAL 14ST 10+32.66, 25.83' RT END SAWCUT BEGIN PAVEMENT REMOVAL 14ST 10+35.02, 15.27' RT BEGIN PAVEMENT REMOVAL TO 10.83' RT SAWCUT 10.65' LT SHAT 2+30.66 BEGIN PAVEMENT REMOVAL TO 9.00' RT SAWCUT 8.97' LT WHIT 1+27.82 N. SCHRADER EASEMENT (TYP.) TEMPORARY CONSTRUCTION BEGIN NOISE WALL REMOVAL NB405 1190+60.35, 336.60' RT CITY OF RENTON RIGHT OF WAY FENCE REMOVE FENCE REMOVE FENCE REMOVE FENCE REMOVE TYP. TO BE REMOVED BY OTHERS HOUSES WITHIN WSDOT RIGHT OF WAY 03/10/17 R/W REV 0 - RELEASED FOR CONSTRUCTION LEGEND PAVEMENT REMOVAL- SAWCUT LINES- CUT / FILL LINES- EXISTING CONCRETE BARRIER- EXISTING GUARDRAIL- EXISTING FENCE- WETLAND- WETLAND BUFFER- WETLAND BOUNDARY- PCCP REMOVAL- CLEARING AND GRUBBING LIMIT- SEE SHEET SPN01 FOR GENERAL NOTES. PCCP CRACK AND SEAT- REV C - FINAL REVIEW 03/17/17 R/W R/W END PCCP CRACK AND SEAT NB405 1191+32.80, 5.97' LT END PCCP CRACK AND SEAT NB405 1191+26.93, 29.81' LT END BARRIER REMOVAL SB405-NB 11+27.18, 7.10' RT SB405-SB 12+69.90, 1.00' RT AND 6.69' LTBEGIN PAVEMENT REMOVAL, 3.75' RT BEGIN BARRIER REMOVAL, 6.75' RT SB405-SB 11+72.00 BEGIN PAVEMENT REMOVAL, 24.30' LT BEGIN BARRIER REMOVAL, 27.30' LT SB405 1196+19.76 NB405 1198+18.93, 20.00' AND 21.46' LT NB405 1199+95.00, 19.46' AND 21.46' LT SB405-SB 11+85.78, 12.00' LT 04/17/17REV 1 - RELEASE OF NFC PLAN) GEOTECHNICAL INSTRUMENTATION - SETTLEMENT PLATE (SEE PLAN) GEOTECHNICAL INSTRUMENTATION - GROUND SURFACE MARKER (SEE BEGIN PAVEMENT REMOVAL SB405-NB 11+28.07, 0.00' LT AND 8.96' RT BEGIN BARRIER REMOVAL SB405-NB 10+64.83, 8.24' RT BEGIN BARRIER REMOVAL, 18.49' LT BEGIN PAVEMENT REMOVAL, 12.08' AND 18.49' LT SB405-SB 10+65.39 05/12/17REV 2 - RFI0031 AND RELEASE OF NFC BEGIN PAVEMENT REMOVAL TO 0' LT SAWCUT 10.71' LT DAV 1+25.08, BEGIN PAVEMENT REMOVAL TO 9.53' RT SAWCUT 0' RT DAV 1+43.00, 3 06/05/19REV 3 - RFI0358 33 1195 1200 15 20 1+001+002+001+002+0010 15 20 1195 1200 10 25 30 10 15 887 100 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO SchmidAL 2/6/2020 1:51:16 PM c:\pwworking\nai\schmidal\d0321992\C8811_PS_SP12.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 MB ????CV CV UUU UU UU U UU ??? ? U U U U U PPPPPPP P PPPPPP?DIR PDIR P? W M ?M ?? GG25TA T PBPB CV PB PBPBPBCVT 2025NB405 LINE N167-N LINE E515 LINE14ST LINE SB405 L INE SB405 -SB L INE 515-N LINE DC -D L INE DC -C L INE 155 160 255 4+005+00MORR LINEPROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47018 NAMTDIMHCS EEL MADA SEE SHEET SPN01 FOR GENERAL NOTES. LEGEND PAVEMENT REMOVAL- SAWCUT LINES- CUT / FILL LINES- EXISTING CONCRETE BARRIER- EXISTING GUARDRAIL- EXISTING FENCE- WETLAND- WETLAND BUFFER- WETLAND BOUNDARY- PCCP REMOVAL- CLEARING AND GRUBBING LIMIT- PLAN) GEOTECHNICAL INSTRUMENTATION - GROUND SURFACE MARKER (SEE PLAN) GEOTECHNICAL INSTRUMENTATION - SETTLEMENT PLATE (SEE GS-11N GS-11S SP-11 GS-12S GS-12N SP-12 GS-13S GS-14S GS-13N SP-13 SP-14 GS-14N SCALE IN FEET 0 50 100 MATCH LI NE NB405 1212+00.00 SEE SHEET SP13MATCH LINE NB405 1201+50.00 SEE SHEET SP11SITE PREPARATION PLAN SP12 END CURB REMOVAL SB405-SB 21+23.70, 19.37' LT END BARRIER REMOVAL SB405 1209+76.90, 24.50' RT END PAVEMENT REMOVAL SB405 1209+76.90, 17.84' RT END PAVEMENT REMOVAL NB405 1204+48.37, 13.00' LT P. CROWLEY P. CROWLEY BEGIN CURB REMOVAL BEGIN GUARDRAIL REMOVAL SB405-SB 20+44.68, 20.00' LT END PAVEMENT REMOVAL END BARRIER REMOVAL NB405 1208+88.97, 29.20' RT SB405 1206+33.14, 104.70' LT SB405 1209+69.31, 196.29' LT BEGIN PAVEMENT REMOVAL 515-N 50+91.81, 19.50' LT AND GRUBBING LIMITS OF CLEARING AND GRUBBING LIMITS OF CLEARING SB I-405 NB I-405 END BARRIER REMOVAL NB405 1205+95.16, 59.90' RT BEGIN WALL REMOVAL SB405-SB 24+58.84, 10.95' LT END WALL REMOVAL SB405-SB 25+83.08, 10.88' RT BEGIN FENCE REMOVAL SB405-SB 21+02.39, 34.59' LT BEGIN FENCE REMOVAL END NOISE WALL REMOVAL NB405 1207+24.30, 56.54' RT END FENCE REMOVAL NB405 1209+11.62, 31.73' RT BEGIN FENCE REMOVAL SB405-SB 25+96.90, 11.71' RT REMOVE ATTENUATOR END BARRIER REMOVAL SB405 1204+36.33, 27.81' LT BEGIN WALL REMOVAL SB405-SB 21+56.48, 43.57' LT END WALL REMOVAL SB405-SB 23+50.95, 40.65' LT BEGIN PAVEMENT REMOVAL TO 11.97' RT SAWCUT 10.10' LT MORR 4+00.00 DISTURBED WETLAND NOT TO BE N. SCHRADER R /W EASEMENT (TYP.) CONSTRUCTION TEMPORARY REMOVE FENCE RIGHT OF WAY CITY OF RENTON OTHERS TYP. OF WAY TO BE REMOVED BY HOUSES WITHIN WSDOT RIGHT AND GRUBBING LIMITS OF CLEARING 03/10/17 END PCCP REMOVAL NB405 1206+21.77, 0.18' LT END PAVEMENT REMOVAL NB405 1208+97.89, 30.78' LT REV 0 - RELEASED FOR CONSTRUCTION REV C - FINAL REVIEW 03/17/17 TALBOT RD S (SR 515)S RENTO N VI LLA GE PLAND GRUBBING LIMITS OF CLEARINGR/W SB405 1204+35.93, 21.06' RT SB405 1203+99.01, 15.50' RT SB405 1203+99.87, 20.69' RT SB405 1204+34.97, 15.17' RT END GUARDRAIL REMOVAL END PAVEMENT REMOVAL SB405-SB 25+67.35, 10.22' RT END PAVEMENT REMOVAL SB405-SB 25+67.11, 10.70' RT END PAVEMENT REMOVAL NB405 1208+89.21, 28.71' RT DC-D 159+10.47, 22.59' LT NB405 1205+84.51, 76.47' RT GRUBBING CLEARING AND LIMITS OF END PAVEMENT REMOVAL END SAWCUT NB405 1205+86.13, 152.05' RT BEGIN PAVEMENT REMOVAL BEGIN SAWCUT NB405 1205+28.53, 76.62' RT 13.00' AND 18.38' LT NB405 1202+79.81, GRUBBING CLEARING AND LIMITS OF 515-N 51+56.81, 13.00' LT BEGIN BARRIER REMOVAL BEGIN PAVEMENT REMOVAL NB405 1211+44.29, 26.72' RT NB405 1211+63.85, 22.00' RT NB405 1211+60.99, 26.54' RT 515-N 52+42.00, 13.00' AND 18.96' LT SB405 1208+33.14, 192.79' LT REV 1 - RELEASE OF NFC 04/17/17 END FENCE REMOVAL SB405-SB 26+16.87, 62.17' LT BEGIN FENCE REMOVAL SB405-SB 25+22.81, 62.83' LT END FENCE REMOVAL SB405-SB 24+78.45, 34.60' LT REV 2 - RELEASE OF NFC END FENCE REMOVAL SB405-SB 26+76.25, 109.21' LT DETAILS ON SR515 FOR SITE PREP AND SPD02 SEE SHEET SPD01 05/12/17 BEGIN PAVEMENT REMOVAL SB405 1206+32.73, 85.90' LT 15.57' LT AND 3.00' RT SB405-SB 22+00.00, 06/26/17REV 3 - RFI0072 END PCCP REMOVAL NB405 1207+10.98, 32.95' LT REV 4 - RFI0074 07/14/17 5 REV 5 - RFI0389 02/06/20 SEE SHEET PVD23 FOR REMOVAL LIMITS REMOVE CURB AND SIDEWALK 1205 1210 25 1205 1210 35 40 20 25 887 101 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF. NO. SchradNJ 3/13/2017 1:09:18 PM c:\pwworking\nai\schradnj\d0321992\C8811_PS_PR01.dgn 10 C8811 L. ENG A. SCHMIDTMAN A. KIRDAHY ROADWAY PROFILE & SUPERELEVATION DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE C. CHEN E. CROWE CL SHATTUCK AVE CL DAVIS CL WHITWORTH AVE MATCH EXISTINGVPI 10+00.07EL 89.36BVC 10+09.28EL 89.46VPI 10+29.28EL 89.69EVC 10+49.28EL 91.14BVC 11+22.36EL 96.44VPI 11+42.36EL 97.89EVC 11+62.36EL 98.59BVC 11+68.90EL 98.82VPI 11+98.90EL 99.87EVC 12+28.90EL 99.95BVC 12+36.39EL 99.96VPI 12+61.39EL 100.03EVC 12+86.39EL 100.65BVC 12+91.71EL 100.78VPI 13+11.71EL 101.28EVC 13+31.71EL 101.35BVC 13+59.92EL 101.45VPI 13+79.92EL 101.52EVC 13+99.92EL 103.02BVC 14+07.39EL 103.58VPI 14+57.39EL 107.33EVC 15+07.39EL 106.08BVC 15+61.54EL 104.73VPI 15+81.54EL 104.23EVC 16+01.54EL 104.03BVC 16+20.43EL 103.84VPI 16+40.43EL 103.64EVC 16+60.43EL 102.24BVC 16+89.08EL 100.24VPI 17+14.08EL 98.49EVC 17+39.08EL 97.07BVC 18+10.57EL 93.03VPI 18+35.57EL 91.62EVC 18+60.57EL 88.53BVC 19+74.96EL 74.41VPI 19+99.96 EL 71.32 EVC 20+24.96EL 70.821.15% 7.25% 3.50%0.25%2.50%0.35% 7.50%-2.50% -1.00% -7.00 %-5.65 %-12.35 %-2.00% 40' VC 40' VC 60' VC 50' VC 40' VC 40' VC 100' VC 40' VC 40' VC 50' VC 50' VC 50' VC CENTERLINE PROFILE GRADE & PIVOT POINT +2.00% LT -2.00% RT 14ST LINE +2.00% RT -2.00% LT +2.00% LT -2.00% RT BEGIN TRANSITION14ST 19+5314ST 10+00.00(MATCH EXISTING)BEGIN CROSS SLOPE14ST 10+13.71(MATCH EXISTING) BEGIN CROSS SLOPE 14ST 10+02.36 BEGIN TRANSITION14ST 13+93.00END TRANSITION14ST 15+43.00BEGIN TRANSITION14ST 14+93.00END TRANSITION14ST 14+43.00-2.00% RT +2.00% LT -2.00% LT +3.00% RT BEGIN TRANSITION14ST 16+89.00END TRANSITION14ST 17+38.50END TRANSITION14ST 18+71.00BEGIN TRANSITION14ST 18+21.00PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT O N47019 REDA RHCS .J SALOHCIN PR01 70 80 90 70 80 90PROFILE GRADE CENTERLINE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 MATCH LINE 14ST 20+50.00 SEE SHEET PR02100100 (S. 14TH ST) 14ST LINE REV A - PRELIMINARY REVIEW 10/10/16 110 110 -2 .00% (2013 LIDAR) EXISTING GROUND N. SCHRADER A. SCHMIDTMAN CL DAVIS CL DAVIS REV B - FINAL REVIEW 12/20/16 14ST ROADWAY SECTION A 14ST ROADWAY SECTION B 14ST ROADWAY SECTION D 14ST ROADWAY SECTION D 14ST ROADWAY SECTION E 14ST ROADWAY SECTION E 14ST ROADWAY SECTION D 14ST ROADWAY SECTION E DATUM (NAVD) 88 SECTION B 14ST ROADWAY SECTION C 14ST ROADWAY 03/13/17REV 0 - RELEASED FOR CONSTRUCTION 887 113 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF. NO. SchradNJ 3/13/2017 1:10:06 PM c:\pwworking\nai\schradnj\d0321992\C8811_PS_PR02.dgn 10 C8811 L. ENG A. SCHMIDTMAN A. KIRDAHY ROADWAY PROFILE & SUPERELEVATION DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE C. CHEN E. CROWE CL WHITWORTH AVE CL MORRIS AVEBVC 20+73.99EL 69.84VPI 20+98.99EL 69.34EVC 21+23.99EL 66.30BVC 21+51.28EL 62.98VPI 22+51.28EL 50.83EVC 23+51.28EL 51.14VPI 25+62.44EL 51.77-2.00% -12.15% 0.30% 50' VC 200' VC +4.00% RT -2.00% RT +2.00% LT END TRANSITION14ST 21+73(MATCH EXISTING) END TRANSITION14ST 25+62.44-2.00% LT +2.00% RT -4.00% LT BEGIN TRANSITION14ST 25+12.44END TRANSITION14ST 20+53BEGIN TRANSITION14ST 20+73PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 REDA RHC S .J SALOHCIN PR02 40 50 60 70 40 50 60 70 PROFILE GRADE CENTERLINE 21+00 22+00 23+00 24+00 25+00 26+00 27+00MATCH LINE 14ST 20+50.00 SEE SHEET PR01(S. 14TH ST) 14ST LINE REV A - PRELIMINARY REVIEW 10/10/16 80 80 A. SCHMIDTMAN N. SCHRADER (2013 LIDAR) EXISTING GROUND CL WHITWORTH AVE REV B - FINAL REVIEW 12/20/16 14ST ROADWAY SECTION E 14ST ROADWAY SECTION D 14ST ROADWAY SECTION F 14ST ROADWAY SECTION B SECTION E 14ST ROADWAY DATUM (NAVD) 88 03/13/17REV B0 - RELEASED FOR CONSTRUCTION 887 114 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF. NO. schmidal 6/6/2019 9:27:39 AM c:\pwworking\nai\schmidal\d0321992\C8811_PS_PR03.dgn 10 C8811 L. ENG A. SCHMIDTMAN A. KIRDAHY ROADWAY PROFILE & SUPERELEVATION DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE C. CHEN BVC 1+29.21EL 108.55VPI 1+44.21EL 106.75EVC 1+59.21EL 106.45VPI 1+65.34EL 106.32-12.00% -2 .00% 30' VC MATCH EXISTINGEL 109.04VPI 1+25.08VPI 1+27.88BVC 1+38.18EL 76.38VPI 1+63.18EL 71.57EVC 1+88.18EL 70.57-19.2 5 %-4.00% 50' VC MATCH EXISTINGEL 78.37VPI 2+01.35EL 70.04VPI 4+00.00BVC 4+73.48EL 52.48VPI 4+85.98EL 51.01EVC 4+98.48EL 51.26VPI 5+08.72EL 51.46-11.78% 1.97% 25' VC MATCH EXISTINGEL 61.14BVC 2+44.29EL 97.81VPI 2+59.29EL 94.98EVC 2+74.29EL 94.53-18.8 8 %-3.00% 30' VC MATCH EXISTINGEL 100.38VPI 2+30.66VPI 2+82.68EL 94.28PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 RED ARHCS .J SALOHCIN PR03 60 1+00 2+00 PROFILE GRADE CENTERLINE 1+00 2+00 90 70 60 8080 70 90 100 110 100 110 60 50 40 4+00 5+00 40 50 60 PROFILE GRADE CENTERLINE PROFILE GRADE CENTERLINE (WHITWORTH AVE S) WHIT LINE (MORRIS AVE S) MORR LINE REV A - PRELIMINARY REVIEW 10/10/16 (SHATTUCK AVE S) SHAT LINE 100 8080 2+00 3+00 100 PROFILE GRADE CENTERLINE 1+00 9090 120 (DAVIS AVE S) DAV LINE (2013 LIDAR) EXISTING GROUND 120 110 110 90 90 70 70 A. SCHMIDTMAN N. SCHRADER (2013 LIDAR) GROUND EXISTING (2013 LIDAR) EXISTING GROUND (2013 LIDAR) EXISTING GROUND REV B - FINAL REVIEW 12/20/16 INTERSECTION 14TH STREET SECTION A CROSS STREET INTERSECTION 14TH STREET SECTION A CROSS STREET INTERSECTION 14TH STREET SECTION A CROSS STREET INTERSECTION 14TH STREET DATUM (NAVD) 88 03/13/17REV 0 - RELEASED FOR CONSTRUCTION 1 06/05/19REV 1 - RFI0358 1 1 887 115 887157 887158 887194 887195 887196 197887 887208 887222 887239 887240 887241 887242 887243 887244 887245 887246 887247 887248 887249 887251 887252 887253 887254 887255 887256 887257 887258 887259 887260 887261 887 262 887263 887 274 887 275 887287 887288 887 289 887290 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO SchradNJ 3/13/2017 12:51:18 PM c:\pwworking\nai\schradnj\d0321992\C8811_DE_PVD01.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811P MBP14ST LINE LEGEND HMA (FULL DEPTH)- GENERAL NOTES: BOLLARD- NOISE WALL- CONCRETE BARRIER- FENCE- REMOVAL LIMITS. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED STREET SHALL BE ADJUSTED TO FINAL GRADE. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH OF BARRIER, OR CURB. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY RIGHT-OF-WAY PLANS. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED 7. 6. 5. 4. 3. 2. 1.PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT O N47019 REDA RHCS .J SALOHCINP MBPSEC.19 T.23N. R.5E. W.M. SCALE IN FEET 0 25 50 PVD01 CONSTRUCTION NOTES: 32 MATCH EXISTING BEGIN FULL DEPTH 14ST 10+02.36, 6.00' LT MATCH EXISTING BEGIN FULL DEPTH 14ST 10+18.30, 20.96' RT RENTON STANDARD PLAN H021. CONSTRUCT BOLLARD TYPE A PER CITY OF N. SCHRADER N. SCHRADER A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/10/16 PAVING DETAIL - S. 14TH STREET S. 14TH STREET S. 15TH STREET R=4.0' END RADIUS 14ST 10+31.57, 6.00' RT 32 R/W MATCH LINE 14ST 14+00.00 SEE SHEET PVD02RADIUS TANGENT CURVE DATA P.I. STATION DELTA LENGTH 156.00'36.96' 12/20/16REV B - FINAL REVIEW N 65°15'49" E N 78°50'11" E 14ST 11+13.48 PC 14ST 11+50.44 PT SPACED AT 4' O.C. CONSTRUCT THREE BOLLARDS 14ST 10+55 E 1298516.47 N 173399.33 NB405 1190+64.33, 345.03' RT 14ST 9+92.44 POB = 14ST 11+32.05 PI 14ST 13+91.88 AP 14TH 11+32.05 18.56'13°34'22" LT MATCH EXISTING 14ST 10+35.02, 15.27' RT MATCH EXISTING 14ST 10+32.66, 25.82' RT BEGIN RADIUS 14ST 10+30.38, 13.82' RT SEE NOISE WALL SHEETS WSDOT NOISE WALL E5 03/13/17REV 0 - RELEASED FOR CONSTRUCTION E = 1297951.23 N = 173646.88 MONUNMENT #1856 CITY OF RENTON N 66°20'56" W11 12 13 14 10 6'6'887 330 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 6/5/2019 5:29:28 PM c:\pwworking\nai\schmidal\d0321992\C8811_DE_PVD02.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 C C C CMBU U P1+00DAV LINE14ST LINE SHAT LINELEGEND HMA (FULL DEPTH)- GENERAL NOTES: BOLLARD- NOISE WALL- CONCRETE BARRIER- FENCE- REMOVAL LIMITS. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED STREET SHALL BE ADJUSTED TO FINAL GRADE. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH OF BARRIER, OR CURB. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY RIGHT-OF-WAY PLANS. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED 7. 6. 5. 4. 3. 2. 1.PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 RED ARHCS .J SALOHCINSEC.19 T.23N. R.5E. W.M. SCALE IN FEET 0 25 50 PVD02 R=30' R=30'SHATTUCK AVE SANGLE POINT14ST 14+12.83, 10.00' RTANGLE POINT14ST 14+12.83, 6.00' RTREV A - PRELIMINARY REVIEW 10/10/16 PAVING DETAIL - S. 14TH STREET N. SCHRADER N. SCHRADER A. SCHMIDTMAN CONSTRUCTION NOTES: 32 RENTON STANDARD PLAN H021. CONSTRUCT BOLLARD TYPE A PER CITY OF 38 32 R=30'R=30' MATCH EXISTING BEGIN FULL DEPTH DAV 1+43.00, 9.53' RT MATCH EXISTINGBEGIN FULL DEPTHDAV 1+25.08, 10.71' LTMATCH EXISTING BEGIN FULL DEPTH SHAT 2+30.66, 10.83' LT MATCH EXISTING BEGIN FULL DEPTH SHAT 2+30.66, 10.65' RT R/W EASEMENT (TYP.) TEMPORARY CONSTRUCTION MATCH LINE 14ST 19+00.00 SEE SHEET PVD03MATCH LINE 14ST 14+00.00 SEE SHEET PVD01CONSTRUCTION EASEMENT TEMPORARY DAVIS AVE S. (PRIVATE)STANDARD PLAN F-10.42-00. CONSTRUCT HMA TYPE 1 CURB PER WSDOT 14ST 15+32.82 AP N 82°43'47" E N 79°27'24" E 14ST 18+06.88 AP N 72°59'08 E N 01°04'44" E E 1298975.04 N 173452.70 DAV 1+00.00 POB 14ST 14+70.42 DAV 1+65.34 POE= E 1299283.88 N 173389.22 SHAT 0+98.95 POB SHAT 2+18.69 AP N 01°49'47" EN 03°23'56" ESHAT 2+74.86 PI N 10°32'36" W 14ST 17+88.56 SHAT 2+82.68 POE= WSDOT STD. PLAN C-8. CONSTRUCT CONCRETE BARRIER TYPE 2 PER 30 SPACED AT 4' O.C. CONSTRUCT THREE BOLLARDS 14ST 14+09 RADIUS TANGENT CURVE DATA P.I. STATION DELTA LENGTH 12.17'SHAT 2+74.86 13°56'32" LT 50.00'6.11' 12/20/16REV B - FINAL REVIEW PAVEMENT ANGLE POINT 14ST 14+12.83, 8.66' LT PAVEMENT ANGLE POINT 14ST 14+12.83, 6.00' LT BEGIN HMA CURB END CONCRETE BARRIER W/ TERMINAL 14ST 15+12.08, 8.00' LT BEGIN CONCRETE BARRIER W/ TERMINAL 14ST 14+12.83, 8.00' LT 38 30 BEGIN CONCRETE BARRIER W/ TERMINAL END HMA CURB 14ST 17+31.49, 8.00' LT 38 BEGIN HMA CURB END CONCRETE BARRIER W/ TERMINAL 14ST 18+24.88, 8.00' LT 30 GRADING DETAIL ON SHEET PVD02A SEE INTERSECTION GRADING DETAIL ON SHEET PVD02A SEE INTERSECTION 03/13/17REV 0 - RELEASED FOR CONSTRUCTION SHEETS) (SEE NOISE WALL WSDOT NOISE WALL E5 SHAT 2+80.91 PT SHAT 2+68.74 PC 1 1 1 06/05/19REV 1 - RFI0358 1 1+002+0014 16 17 18 19 15 10'10'20' +/-21.5' +/-10'8.67'8.67'8.67'887 331 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO SchradNJ 3/13/2017 1:01:10 PM c:\pwworking\nai\schradnj\d0321992\C8811_DE_PVD03.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 C C MB MBU U PPPSTTWHIT LINE14ST LINE MORR LINE4+005+00LEGEND HMA (FULL DEPTH)- GENERAL NOTES: BOLLARD- NOISE WALL- CONCRETE BARRIER- FENCE- REMOVAL LIMITS. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED STREET SHALL BE ADJUSTED TO FINAL GRADE. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH OF BARRIER, OR CURB. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY RIGHT-OF-WAY PLANS. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED 7. 6. 5. 4. 3. 2. 1.PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHNIGTON47019REDA RHCS .J SALOHCINSEC.19 T.23N. R.5E. W.M. SCALE IN FEET 0 25 50 PVD03 PAVING DETAIL - S 14TH STREET R=30' R=30' R=30' CONSTRUCTION NOTES: 32 R=30' N. SCHRADER N. SCHRADER A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/10/16 RENTON STANDARD PLAN H021. CONSTRUCT BOLLARD TYPE A PER CITY OF MATCH EXISTING BEGIN FULL DEPTH WHIT 1+27.82, 8.97' LT MATCH EXISTING BEGIN FULL DEPTH WHIT 1+27.88, 9.00' RT MATCH EXISTING BEGIN FULL DEPTH MORR 4+00.00, 11.97' RT R/W EASEMENT (TYP.) TEMPORARY CONSTRUCTION 32 MATCH LINE 14ST 19+00.00 SEE SHEET PVD02WHITWORTH AVE S.MATCH LINE 14ST 24+00.00 SEE SHEET PVD04MATCH EXISTING BEGIN FULL DEPTH MORR 4+00.00, 10.10' LT MORRIS AVE S.12.5' 10' 38 STANDARD PLAN F-10.42-00. CONSTRUCT HMA TYPE 1 CURB PER WSDOT N 72°59'08 E N 80°10'12 E S 89°41'22 E E 1299552.68 N 173549.63 WHIT 0+99.94 POB 14ST 20+63.18 WHIT 2+01.35 POE= 14ST 20+62.96 AP 30 38 BEGIN CONCRETE BARRIER W/ TERMINAL END HMA CURB 14ST 20+03.19, 8.00' LT N 00°00'00" E30 BEGIN CONCRETE BARRIER W/ TERMINAL END HMA CURB 14ST 22+59.08, 8.00' LT PAVEMENT ANGLE POINT 14ST 22+88.53, 8.66' LT END CONCRETE BARRIER W/ TERMINAL 14ST 23+47.81, 8.00' LT BEGIN HMA CURB END CONCRETE BARRIER W/ TERMINAL 14ST 21+02.86, 8.00' LT WSDOT STD. PLAN C-8. CONSTRUCT CONCRETE BARRIER TYPE 2 PER N 00°00'00" ESPACED AT 4' O.C. CONSTRUCT THREE BOLLARDS 14ST 23+56 E 1299799.43 N 173585.08 MORR 4+00 POB 14ST 23+13.60 MORR 5+08.72 POE= 14ST 23+47.66 PC PAVEMENT ANGLE POINT 14ST 23+43.19, 8.01' LT 12/20/16REV B - FINAL REVIEW 14ST 23+36.69 AP 30 GRADING DETAIL ON SHEET PVD03A SEE INTERSECTION GRADING DETAIL ON SHEET PVD03A SEE INTERSECTION 03/13/17REV 0 - RELEASED FOR CONSTRUCTION (SEE NOISE WALL SHEETS) WSDOT NOISE WALL E5 2+001+0019 20 21 22 23 241910'22.5' +/- 18' +/-8.67'4'8'8.67'10'887 332 PAVING DETAIL - S. 14TH STREET FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO SchradNJ 3/13/2017 1:05:30 PM c:\pwworking\nai\schradnj\d0321992\C8811_DE_PVD04.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 P DIRP X X 20766 20767 CUL ST CUL DIRP 34.707 37.324 36IN CONC DIRP LEGEND HMA (FULL DEPTH)- GENERAL NOTES: BOLLARD- NOISE WALL- CONCRETE BARRIER- FENCE- REMOVAL LIMITS. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED STREET SHALL BE ADJUSTED TO FINAL GRADE. ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH OF BARRIER, OR CURB. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY RIGHT-OF-WAY PLANS. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED 7. 6. 5. 4. 3. 2. 1.PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASHNIGT O N47019 REDA RHCS .J SALOHCINSEC.19 T.23N. R.5E. W.M. SCALE IN FEET 0 25 50 PVD04 N. SCHRADER N. SCHRADER A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/10/16 MATCH EXISTING END FULL DEPTH 14ST 25+59.77, 4.00' RT MATCH EXISTING END FULL DEPTH 14ST 25+62.26, 8.00' LT PAVING DETAIL - S. 14TH STREET EASEMENT (TYP.) TEMPORARY CONSTRUCTION R/W SMITHERS AVE S.MATCH LINE 14ST 24+00.00 SEE SHEET PVD0312/20/16REV B - FINAL REVIEW RADIUS TANGENT CURVE DATA P.I. STATION DELTA LENGTH 14°29'39" LT14ST 24+69.74 960.00'122.08'242.85' (SEE PAVING PLANS) WSDOT LIMITED ACCESS FENCE 14ST 24+69.74 PI SPACED AT 4' O.C. CONSTRUCT THREE BOLLARDS 14ST 25+57 RENTON STANDARD PLAN H021. CONSTRUCT BOLLARD TYPE A PER CITY OF 32 32 CONSTRUCTION NOTES: E 1300073.58 N 173726.93 14ST 25+90.52 POE 03/13/17REV 0 - RELEASED FOR CONSTRUCTION N 57°17'55" E EL. = 132.85' E = 1299294.14 N = 173226.51 MONUNMENT #0476 CITY OF RENTON 2514ST LINE 8'4'887 333 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 6/6/2019 8:00:19 AM c:\pwworking\nai\schmidal\d0321992\C8811_DE_PVD02A.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 110PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 REDA RHCS .J SALOHCIN 90100SHATTUCK AVE SGENERAL NOTES: 14ST 14+24.03 , 40' RT PT # 1 1 2 3 4 OFFSET ELEVATION 2 3 4 DAVIS LEFT EOP (Æ/4) (14ST) STATION 14+24.03 14+40.27 14+51.34 10.00' RT 14.78' RT 27.59' RT 104.79' 105.52' 107.40' PT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 10.00' RT DAVIS RIGHT EOP (Æ/4) 1 2 3 4 1 2 3 4 4 3 2 1 PT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 17+38.49 17+55.34 17+66.37 17+67.78 10.00' RT 15.18' RT 28.94' RT 46.50' RT 100.39' PT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 18+17.65 18+06.32 17+96.85 17+92.07 12.79' RT 21.74' RT 33.87' RT SHATTUCK LEFT EOP (Æ/4)SHATTUCK RIGHT EOP (Æ/4) 97.41' 96.60' 97.55' 14ST 17+38.49 , 40' RT N. SCHRADER N. SCHRADER A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/10/16 SCALE IN FEET 0 10 20 WSDOT ROW LINE WSDOT ROW LINE PVD02ADAVIS AVE S. (PRIVATE)S. 14TH STREET (LOCAL STREET) S. 14TH STREET (LOCAL STREET) 14ST 18+17.26 , 40' RT 106.28'92.12' 93.59' 94.77' 96.63' REV B - FINAL REVIEW 12/20/16 S. 14TH ST. INTERSECTION DETAILS 10.00' RT BOLLARDS BEGIN DITCH 14ST 14+50, 35.50' RT BEGIN DITCH 14ST 14+92, 18.50' RT PROPOSED DITCH GRADE TO CATCH BASIN GRADE TO PROPOSED BASIN PROPOSED CATCH (SEE NOISE WALL SHEETS) WSDOT NOISE WALL E5 (SEE NOISE WALL SHEETS) WSDOT NOISE WALL E5 REMOVAL LIMITS. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED SHEETS FOR ADDITIONAL DRAINAGE FEATURE INFORMATION. STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE DRAINAGE ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH OF BARRIER, OR CURB. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY RIGHT-OF-WAY PLANS. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED 7. 6. 5. 4. 3. 2. 1. 03/13/17REV 0 - RELEASED FOR CONSTRUCTION 14+53.98 38.28' RT 108.92' 1 06/05/19REV 1 - RFI0358 14ST 15+01.65 , 40' RT 1 1 15+01.65 14+91.95 11.61' RT 106.47' 14+83.29 16.28' RT 106.72' 14+76.61 23.49' RT 107.22' 1 887 334 7070 50 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO SchradNJ 3/13/2017 1:03:26 PM c:\pwworking\nai\schradnj\d0321992\C8811_DE_PVD03A.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 RED A RHCS .J SALOHCINPT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 20+10.19 20+38.88 10.00' RT 48.78' RT PT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 20+95.86 20+66.30 10.00' RT 13.20' RT 22.13' RT 34.88' RT PT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 22+82.53 22+93.60 22+95.64 10.00' RT 14.92' RT 28.07' RT 45.12' RT PT # 1 OFFSET ELEVATION 2 3 4 (14ST) STATION 23+56.32 23+41.42 23+27.27 23+20.78 17.75' RT 31.82' RT 52.93' 52.30' 52.60' N. SCHRADER N. SCHRADER A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/10/16 51.07' 50.91' 50.97' 51.80' SCALE IN FEET 0 10 20 WHITWORTH LEFT EOP (Æ/4)WHITWORTH RIGHT EOP (Æ/4)MORRIS LEFT EOP (Æ/4)MORRIS RIGHT EOP (Æ/4) 1 2 3 4 4 3 2 1 1 2 3 4 4 3 2 1 14ST 20+95.86 , 40' RT 14ST 23+56.32 , 34' RT 14ST 22+66.08 , 40' RT PVD03A WSDOT ROW LINE WSDOT ROW LINE EASEMENT TEMPORARY CONSTRUCTION 71.49' 71.24' 72.33' 75.03' 69.17' 69.38' 69.96' 71.26'54.10' 4.00' RT 8.10' RT EASEMENT (TYP.) TEMPORARY CONSTRUCTION S. 14TH STREET (LOCAL STREET) S. 14TH STREET (LOCAL STREET)WHITWORTH AVENUE S.MORRIS AVENUE S.14ST 20+10.19 , 40' RT 20+27.68 15.62' RT 20+38.67 30.39' RT 20+82.37 20+71.76 22+66.08 REV B - FINAL REVIEW 12/20/16 S. 14TH ST. INTERSECTION DETAILS CATCH BASIN GRADE TO PROPOSED CATCH BASIN GRADE TO PROPOSED DITCH MATCH EXISTING BOLLARDS 03/13/17REV 0 - RELEASED FOR CONSTRUCTION GENERAL NOTES: REMOVAL LIMITS. SEE SITE PREPARATION PLANS FOR PAVEMENT SAWCUT AND TO THE CONTRACTING AGENCY. BUILDER'S OPERATION SHALL BE REPLACED AT NO COST ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN TO FINAL GRADE. SEE ITS PLANS FOR ADDITIONAL DETAILS. ALL ITS BOXES WITHIN S. 14TH STREET SHALL BE ADJUSTED SHEETS FOR ADDITIONAL DRAINAGE FEATURE INFORMATION. STREET SHALL BE ADJUSTED TO FINAL GRADE. SEE DRAINAGE ALL DRAINAGE AND UTILITY STRUCTURES WITHIN S. 14TH OF BARRIER, OR CURB. BARRIER AND CURB CALLOUTS ARE MEASURED TO THE FACE PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE EXISTING UTILITY RIGHT-OF-WAY PLANS. FOR RIGHT-OF-WAY LAYOUT AND INFORMATION, SEE APPROVED 7. 6. 5. 4. 3. 2. 1. FROM EXISTING DRIVEWAY GRADE TO PROPOSED DITCH BASIN (TYP.) PROPOSED CATCH BEGIN DITCH 14ST 20+91.60 , 23.10' RT (SEE NOISE WALL SHEETS) WSDOT NOISE WALL E5 (SEE NOISE WALL SHEETS) WSDOT NOISE WALL E5 BASIN (TYP.) PROPOSED CATCH 887 335 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO SchradNJ 3/13/2017 1:08:19 PM c:\pwworking\nai\schradnj\d0321992\C8811_DE_PVD05.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 PVD05 N. SCHRADER N. SCHRADER A. SCHMIDTMAN 12/20/16REV B - FINAL REVIEW CITY OF RENTON BOLLARD DETAIL 03/13/17REV 0- RELEASED FOR CONSTRUCTION PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47019 REDA RHCS .J SALOHCIN 887 336 ?U FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 6/7/2019 1:09:31 PM c:\pwworking\nai\schmidal\d0321992\C8811_DE_PVD07.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 PROFES SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47018 NAMTDIMHCS EEL MADA 10 10 11 A. SCHMIDTMAN REV A - PRELIMINARY REVIEW 10/20/17 SCALE IN FEET 0 25 50 VALLEY LINE P. CROWLEY A. KIRDAHY PVD07 E VALLEY RD SW 19TH STSB167 LINE235 105 DC-A LINE E VALLEY RD & SW 19TH ST I/S PAVING DETAIL - LEGEND GENERAL NOTES: RETAINING WALL- HMA (PLANE 0.15' AND INLAY)- HMA (FULL DEPTH)- FENCE- CONCRETE BARRIER- PER CITY OF RENTON STD. PLAN 101. CEMENT CONCRETE TRAFFIC CURB AND GUTTER57 57 57 CONSTRUCTION NOTES: PT # 1 OFFSET ELEVATION 2 3 4 4 1 2 3 2+13.19 17.25' LT 17.44' 2+41.01 24.65' LT 17.44' 2+61.48 44.90' LT 17.84' 2+69.18 72.64' LT 17.83' 19TH LEFT EOP/FACE OF GUTTER (Æ/4) REV B - FINAL REVIEW 04/25/18 REV 0 - RELEASED FOR CONSTRUCTION 05/07/18 MUNICIPAL CODE. FOUND IN CHAPTER 10 OF THE RENTON CITY OF RENTON RESTORATION STANDARDS CONTRACTOR TO RESTORE ROADWAY TO THE CONDITION OR INCREASED TRENCH WIDTH. IS REQUIRED DUE TO EXISTING PAVAMENT THAT A FULL STREET-WIDTH PLANE AND INLAY THE ENGINEER MAY DETERMINE IN THE FIELD PLANS FOR ADDITIONAL DETAILS. FINAL GRADE. SEE ITS PLANS AND ILLUMINATION THE PROJECT LIMITS SHALL BE ADJUSTED TO ALL ITS BOXES AND ILLUMINATION BOXES WITHIN FINAL GRADE. THE PROJECT LIMITS SHALL BE ADJUSTED TO ALL DRAINAGE AND UTILITY STRUCTURES WITHIN OR WITHIN THE PROPOSED SHOULDER. SHALL BE LOCATED ON A LANE LINE, EDGE LINE, LONGITUDINAL JOINTS IN THE FINAL HMA LIFT TO THE FACE OF BARRIER, GUARDRAIL OR CURB. BARRIER, GUARDRAIL AND CURB CALLOUTS ARE EXISTING UTILITY PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE LIMITS. SECTIONS FOR PAVEMENT SAWCUT AND PLANING SEE SITE PREPARATION PLANS AND ROADWAY RIGHT-OF-WAY, AND EASEMENT LOCATIONS. SEE ALIGNMENT PLANS FOR ALIGNMENT DATA, 9. 8. 7. 6. 5. 4. 3. 2. 1. 06/05/19REV 1 - RFI0328 & RFI0364 1 1 1 1 1 2 3 4 5 6 7 8 1 PT OFFSET ELEVATION 2+50.90 30.51' LT 17.55' 19TH FULL DEPTH ANGLE POINTS # 2 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' 8 2+68.86 61.00' LT 17.94' 6' TYP. 1' TYP. 1' TYP. 6' TYP. 1 EXIST MATCH EXISTING PAVEMENT 3'3' GRAVEL BORROW ` TRENCH EXISTING PAVEMENT NOT TO SCALE TRENCH DETAIL 1 0.15' HMA CL.• IN. PG 64-22 WEARING COURSE 0.75' HMA CL.• IN. PG 64-22 LEVELING COURSE 0.65' CSBC SEE DRAINAGE/UTILITY SHEETS CULVERT/UTILITY SEE DRAINAGE/UTILITY SHEETS PIPE ZONE BEDDING MATERIAL (VALLEY) STATION (VALLEY) STATION1 1 R = 55' EL = 17.39' BEGIN TRAFFIC CURB & GUTTER RADIUS VALLEY 2+13.19, 18.25' RT VALLEY 2+13.19, 73.25' LT EL = 17.80' END TRAFFIC CURB & GUTTER RADIUS VALLEY 2+68.18, 72.65' LT MATCH EXISTING FULL DEPTH ANGLE POINT VALLEY 2+69.56, 107.00' LT MATCH EXISTING END TRAFFIC CURB & GUTTER VALLEY 2+68.56, 107.00' LT MATCH EXISTING BEGIN TRAFFIC CURB & GUTTER VALLEY 1+78.44, 18.25' LT MATCH EXISTING BEGIN TRAFFIC CURB & GUTTER VALLEY 1+21.50, 17.52' RT FOR ACCESS TO MAINTENANCE VAULT SEE SHEET DD90 MATCH EXISTING END TRAFFIC CURB & GUTTER VALLEY 3+61.00, 17.52' RT FOR CURB RAMP DETAILS SEE SHEET PVD35 SEE SHEET RW43 WALL 4080A MATCH EXISTING BEGIN FULL DEPTH VALLEY 1+21.50, 11.02' & 16.52' RT MATCH EXISTING BEGIN PLANE AND INLAY VALLEY 1+21.50, 17.31' LT & 11.02' RT MATCH EXISTING END FULL DEPTH VALLEY 3+61.00, 12.86' & 16.52' RT MATCH EXISTING END PLANE AND INLAY VALLEY 3+61.00, 17.70' LT & 12.86' RT MATCH EXISTING PLANE AND INLAY ANGLE POINT VALLEY 3+03.14, 107.00' LT MATCH EXISTING PLANE AND INLAY ANGLE POINT FULL DEPTH ANGLE POINT VALLEY 2+70.56, 107.00' LT BEGIN FULL DEPTH PLANE AND INLAY ANGLE POINT VALLEY 1+78.44, 16.25' & 17.25' LT 887 338 ? FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO schmidal 5/7/2018 9:34:28 AM c:\pwworking\nai\schmidal\d0321992\C8811_DE_PVD35.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON47018 NAMTDIMHCS EEL MADA ONLYVALLEY LINE PVD35 04/25/18 A. SCHMIDTMAN A. SCHMIDTMAN N. SCHRADER E VALLEY RD SCALE IN FEET 0 5 10 SW 19TH STCONSTRUCTION NOTES: PER CITY OF RENTON STD. PLAN 101. CEMENT CONCRETE TRAFFIC CURB AND GUTTER57 1.5% 1.5 %1.5% 1.5 %7.4%6.7%CURB TOP VARIABLE WIDTH SEE NOTE 9 SURFACE 5.5' LENGTH X 2' WIDTH DETECTABLE WARNING10'2.2%1.1%1.2%5' 5.5% 0.7%4.9% 8' 5' SIDEWALK EXISTING WSDOT STD. PLAN F-10.12-03. CEMENT CONCRETE PEDESTRIAN CURB PER54 54 59 AND GUTTER PER CITY OF RENTON STD. PLAN 101. DEPRESSED CEMENT CONCRETE TRAFFIC CURB 60 60 GENERAL NOTES: TRUNCATED DOMES SHALL BE YELLOW. DOMES PER WSDOT STD. PLAN F-45.10-01. OF RAISED TRUNCATED DETECTABLE WARNING SURFACE SHALL CONSIST DETAILS NOT SHOWN. SEE WSDOT STD. PLAN F-30.10-03 FOR SIDEWALK PLANS FOR ADDITIONAL DETAILS. FINAL GRADE. SEE ITS PLANS AND ILLUMINATION THE PROJECT LIMITS SHALL BE ADJUSTED TO ALL ITS BOXES AND ILLUMINATION BOXES WITHIN FINAL GRADE. THE PROJECT LIMITS SHALL BE ADJUSTED TO ALL DRAINAGE AND UTILITY STRUCTURES WITHIN OR WITHIN THE PROPOSED SHOULDER. SHALL BE LOCATED ON A LANE LINE, EDGE LINE, LONGITUDINAL JOINTS IN THE FINAL HMA LIFT TO THE FACE OF BARRIER, GUARDRAIL OR CURB. BARRIER, GUARDRAIL AND CURB CALLOUTS ARE EXISTING UTILITY PLANS. UTILITIES NOT SHOWN FOR CLARITY. SEE LIMITS. SECTIONS FOR PAVEMENT SAWCUT AND PLANING SEE SITE PREPARATION PLANS AND ROADWAY RIGHT-OF-WAY, AND EASEMENT LOCATIONS. SEE ALIGNMENT PLANS FOR ALIGNMENT DATA, 9. 8. 7. 6. 5. 4. 3. 2. 1. MATCH CURB RAMP GRADE TO MATCH CURB RAMP GRADE TO 57 E VALLEY RD CURB RAMP PAVING DETAIL -REV A - FINAL REVIEW NOT AFFECTED BY UTILITY WORK WITHIN CITY OF RENTON ROW EXISTING CURB RAMP 57 59 SEE SHEET PVD07 CURB & GUTTER LIMITS REV 0 - RELEASED FOR CONSTRUCTION 05/07/18 TYPE PARALLEL A PARALLEL CURB RAMP PER WSDOT STD. PLAN F-40.12-02. PARALLEL CURB RAMP TYPE PARALLEL A 3 GUTTER EL. 17.57' VALLEY 2+52.74, 35.03' LT END CURB RAMP END PEDESTRIAN CURB SIDEWALK EL. 18.39' TOP OF CURB EL. 18.39' VALLEY 2+54.96, 46.70' LT TOP OF CURB EL. 18.15' SIDEWALK EL. 17.65' VALLEY 2+48.78, 38.86' LT GUTTER EL. 17.51' VALLEY 2+48.68, 31.24' LT TOP OF CURB EL. 18.09' SIDEWALK EL. 17.59' VALLEY 2+45.13, 35.44' LT BEGIN CURB RAMP BEGIN PEDESTRIAN CURB SIDEWALK EL. 18.03' TOP OF CURB EL. 18.03' VALLEY 2+38.93, 30.79' LT TOP OF CURB EL. 17.95' GUTTER EL. 17.45' BEGIN DEPRESSED CURB AND GUTTER END CURB AND GUTTER VALLEY 2+41.46, 26.08' LT BEGIN CURB AND GUTTER END DEPRESSED CURB AND GUTTER TOP OF CURB EL. 18.31' GUTTER EL. 17.81' VALLEY 2+59.60, 43.75' LT 887 364 B. BARTON R. STOLEN REV A - PRELIMINARY REVIEW ILD01 FS2 B FIXED30' FS3 A FS4 B 30' 30'FIXED 14ST 18+07.5 14ST 20+72.0 14ST 23+40.0 32.5' RT 39.5' RT 28.5' RT LUMINAIRE SCHEDULE SERVICE NO. COR-14TH COMMENTSH1TYPE - DISTRIBUTION - WATTAGEOFFSET LOCATION STATIONCIRCUIT FS1 A 14ST 14+98.5 21.5' RT 30'FIXED NUMBER LUMINAIRE 10' 10' 10' S 14TH STREET ILLUMINATION NOTES AND SCHEDULES TYPE BASE ARM MAST POLE PER COR STANDARD PLAN #115 POLE PER COR STANDARD PLAN #115 POLE PER COR STANDARD PLAN #115 POLE PER COR STANDARD PLAN #115 A ILLUMINATION A ILLUMINATION ILLUMINATION ILLUMINATION ILLUMINATION ILLUMINATION COR-14TH COR-14TH COR-14TH COR-14TH COR-14TH COR-14TH COR-14TH 1 2 3 4 5 6 7 SPARE A A B B B REV B - FINAL REVIEW 10/10/16 12/14/16 V - MED CUTOFF - 133 LED V - MED CUTOFF - 133 LED V - MED CUTOFF - 133 LED V - MED CUTOFF - 133 LED 6' 2" SCH 40 2" SCH 80 2" SCH 40 2" SCH 40 2" SCH 80 ILLUMINATION CIRCUIT DESCRIPTION VOLTAGE ILLUMINATION A ILLUMINATION B MAIN --- 30 AMP 30 AMP CONTINUOUS PEAK A B --- GFCI 20 AMP 240 240 ------ C D SPARE N/A20 AMP 0.0 15 AMP (KVA) LOAD RATING BREAKER RATING CONTACTOR 20 AMP 20 AMP INTERNAL PHOTOCELL 0.001 E N/A N/A 240 120 120 1.8 AT 225 AMP MINIMUM BUSSWORK SHALL BE RATED 0.286 0.286 2.373 0.573 100 AMP WIRING SCHEDULE SERVICE EXISTING CIRCUIT COMMENTS NO. CONDUIT SIZE NEW CONDUCTORS CONSTRUCTION NOTES: 1 2 3 4 GENERAL NOTES: LEGEND EXISTING NEW # # CONDUIT TYPE 1 JUNCTION BOX ELECTRICAL SERVICE CABINET CONSTRUCTION NOTE WIRE NOTE TYPE 2 JUNCTION BOX 2" SCH 40 SERVICE FEEDER FIXED 2" RGS TEMPORARY LIGHT STANDARD TIMBER POLE LIGHT STANDARD 5 2-#8, 1-#8G 2-#8, 1-#8G 2-#8, 1-#8G 2-#8, 1-#8G 2-#8, 1-#8G 2-#8, 1-#8G 2-#8, 1-#8G CITY OF RENTON SERVICE WITHOUT BBS BREAKER SCHEDULE 120/240V COR-14TH 1/23/17W. QI DETERMINED BY THE CONTRACTOR IN THE FILED. ILLUSTRATIVE PURPOSES. ACTUAL LOCATIONS SHALL BE CONDUIT RUNS AND JUNCTION BOXES ARE SHOWN FOR PADS PER CITY OF RENTON STANDARD PLAN 120. JUNCTION BOXES SHALL BE INSTALLED WITH CONCRETE UNDERGROUND UTILITIES. CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UTILITIES PRIOR TO ANY POLE FOUNDATION EXCAVATION OR THE CONTRACTOR SHALL INVESTIGATE FOR UNDERGROUND PRIOR TO CONSTRUCTION START. APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR THE LOCATION AND FEATURES OF UTILITIES SHOWN ARE RENTON STANDARDS AND SPECIFICATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF 5. 4. 3. 2. 1. 3-#3, 1-#8G REV 0 - RELEASED FOR CONSTRUCTION 4/14/17REV 1 - RFC, RFI0017, ADDED FDN STD REV 2 - RFC, RFI0029, ADDED FDN STD 5/3/17 POWER CONNECTION WITH THE UTILITY. COR-14TH PER UTILITY COMPANY REQUIREMENTS. COORDINATE FROM EXISTING UTILITY TRANSFORMER TO NEW SERVICE INSTALL NEW UTILITY SERVICE CONDUIT AND CONDUCTORS ROUTE CONDUIT AROUND FIRE HYDRANT. PLAN 122.1. WITHOUT BBS ON FOUNDATION PER CITY OF RENTON STANDARD RENTON STANDARD PLAN 126.1. INSTALL SERVICE CABINET CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF CITY OF RENTON STANDARD PLAN 121. STANDARD PLAN 117.1. LUMINAIRE POLE SHALL BE LABELED PER INCLUDE REINFORCEMENT AS SHOWN ON CITY OF RENTON RENTON STANDARD PLANS 115 AND 119. FOUNDATION TO CONSTRUCT FOUNDATION AND INSTALL POLE PER CITY OF LUMINAIRE ARM. PROTECT AND MAINTAIN EXISTING WOOD UTILITY POLE AND 3 REV C - FINAL REVIEW CHANGE ORDER 11/3/17 REV 3 - RFC, RFI0181, REV WATTAGES 11/27/17 FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO bartonbm 11/21/2017 12:54:19 PM c:\pwworking\nai\bartonbm\d0321992\C8811_DE_ILD01.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 PROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON46629 NOTRAB .M EISKOORB 887 523 SS SS SS W W WW W W W W W FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO bartonbm 1/23/2017 2:17:39 PM c:\pwworking\nai\bartonbm\d0321992\C8811_DE_ILD02.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 C C C CMBU U P1+00DAV LINE14ST LINE SHAT LINEPROFES SIONAL ENGINEERDERETSIG E RSTATEOFWASHNIGTON46629NOT RAB .M EISKOORB ILD02MATCH LINE 14ST 19+00 SEE SHEET ILD03DAVIS AVE (PRIVATE)SHATTUCK AVE SREV A - PRELIMINARY REVIEW SCALE IN FEET 0 25 50 NOTES: R. STOLEN B. BARTON R/W R/W S 14TH ST ILLUMINATION PLAN - S 14TH STREET FS1 FS2 EASEMENT CONSTRUCTION TEMPORARY 2 4 1 1 3 2 2 1 1 LUMINAIRE SCHEDULE. CONSTRUCTION NOTES, WIRE NOTES AND 1. SEE SHEET ILD01 FOR GENERAL NOTES, REV B - FINAL REVIEW 10/10/16 12/14/16 W. QI 1/23/17REV 0 - RELEASED FOR CONSTRUCTION 1+002+0015 887 524 SS SS SS WWW W W WW FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASHPLOTTED BY PLAN REF NO bartonbm 1/23/2017 2:19:23 PM c:\pwworking\nai\bartonbm\d0321992\C8811_DE_ILD03.dgn 10 DIRECT CONNECTOR I-405 / SR 167 INTERCHANGE L. ENG C. CHEN C8811 C C MB MBU U PPPSTTWHIT LINE14ST LINE MORR LINE4+005+00PPROFE S SIONAL ENGINEERDERETSIGERSTATEOFWASH NIGT ON46629 NOTRAB .M EISKOORB ILD03MATCH LINE 14ST 19+00 SEE SHEET ILD02WHITWORTH AVEMORRIS AVESCALE IN FEET 0 25 50 NOTES: R. STOLEN B. BARTON ILLUMINATION PLAN - S 14TH STREET R/W S 14TH ST R/W R/W R/W FS4FS3 EASEMENT CONSTRUCTION TEMPORARY EASEMENT CONSTRUCTION TEMPORARY LUMINAIRE SCHEDULE. CONSTRUCTION NOTES, WIRE NOTES AND 1. SEE SHEET ILD01 FOR GENERAL NOTES, 1 2 2 1 4 5 1 4 5 4 4 6 3 3 REV A - PRELIMINARY REVIEW 10/10/16 12/14/16REV B - FINAL REVIEW COR-14TH 4 7 5 W. QI 1/23/17REV 0 - RELEASED FOR CONSTRUCTION2+001+0020 887 525