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Permit D04-420 - SOUND TRANSIT
Sflll � 't ® No. 225<OG HASTINGS, MN. — LOS ANGELES — LOGAN, OH. — McGREGQR, fit. — LOCUST GROVE, GA. U.S.A 1/11 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT 1S DUE TO THE QUALITY OF THE DOCUMENT. CENT ' - L PUGET SOUND REGIONAL T NSIT AUTHORITY SPECIAL INSPECTIONS REQUIRED Permit No. D04 -420 — Sound Transit Retention Structures The following is per Philip Brazil, Senior Engineer, Reid Middleton letter dated April 22, 2005. Special inspection by the Geotechnical Engineer of Record should be provided for at least the aspects of construction noted below, as recommended in the geotechnical report by AMEC Earth and Environmental, dated February 17, 2004. See IBC Sections 1704.7 and 1802. 1. Site excavation and grading 2. Verification of soil - bearing capacity at the cantilevered retaining walls. 3. Placement of structural fill and soil compaction at the footings of the cantilevered retaining walls. 4. Shoring installation during auguring, grouting, and soil anchor stressing. 5. Installation of the site subsurface drainage system. 6. Placement and compaction of retaining wall backfill. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections. 1. Concrete construction: Continuous, see also Section 1704.4. 2. Reinforcement at concrete construction: Periodic, see also Section 1704.4. 3. Stressing of tieback soil anchors at shoring systems: Continuous, see also Section 1704.4. 4. Masonry construction, including mortar, reinforcement, grout, and structural connections: Periodic, see also section 1704.5.2. 5. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. 6. Fabrication and erection of structural steel: Periodic, see also section 1704.3. 7. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. 8. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. 6 N I CKERSON, SUITE 10 I SEATTLE, WA 98109 INSPECTION RI! PREPARED FOR: CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY PREPARED BY: Hatch Mott MacDonald ENT ' - L BO / G 154TH STR ONT CT N NT. CTD OLUME3- ISSUED FOR MARCH 2005 I KLIG CESS R ET 755 /N S K7OF ONS TRUC TION T AD TO IMMQIE flo changes shall be made to the eibbpa e t;'L r :1 t rid out prior approval fl T u :nviia Building Division. NOTE: ERev :ions will require a new plan submittal and may include additional plan review fees. SPECIAL INSPECTION REQU ME COPY Permit No, zo Plan review approval is subject to errors and omissons. Approval of construction documents does not authorize the violation of an adopted code or ordinance. Re pt of approved F Copy and •., ) 67. , . is admowledged: city of Tukwila BUILDING DIVISION REVIEWED This plan was reviewed for general confurntance with the fu:lowing, us untended by the jurisdiction: -(Structural Provisions of the international Building Code 0 lion- strueturat Provisions of the International Building Code 0 Other. The a reject applicant is responsible for conformance with all applicable codes. conditions o of approval, and permit requirements subject to the rcquimttents and interpretations of the g,,verning authority. This review does not relieve t r hello Engineers and Engi s of Record of he governing the responsibility for a complete design in : i_d;.tio and the state of a�hington. : ° i %I L 6 Date �• �' Z. ,QS , ta 3,. , . *.cat]ni.ET N. INC, at view Consuatant REVIEWED FOR CODE COMPLIANCE MAY 13 2005 C./ icy Of 'Tukwila BUILDING DIVISION t , k ;\ APR 1 4 2005 w REID MID rT M D04 -420 RECEIVED CITY OF TU ('Mu APR 1 4 2005 PERMIT CENTER XREF'S Resolved REG- -- I G S55_•57 GX Zg -2234h Unresolved L TSCALE • l =I 2 • 3 • 4 • 5 SHT. No. DWG. No. S.I54TH STREET STATION SHEETS 1483 1489 1490 1491 N76 --AZOI N76- AZO7 S.I54TH ST STATION - GENERAL ON ARCHITECTURAL MUNICIPAL CODE INFORMATION ON ARCHITECTURAL MUNICIPAL CODE INFORMATION 0 S.154TH ST STAT S.I54TH ST STAT S. 154TH ST STAT - ON ARCHITECTURAL MUNICIPAL CODE INFORMATION 5.154TH ST STAT ON ARCHITECTURAL MUNICIPAL CODE INFORMATION S.I54TH ST STAT ON ARCH I TECTURAL ODES, NOTES AND SYMBOLS S.154TH ST STAT ON ARCHITECTURAL ABBREVIATIONS S.I54TH ST STAT ON ARCHITECTURAL ABBREVIATIONS S.I54TH ST STAT I ON -- SITE S.154TH ST STAT ON ARCHITECTURAL OVERALL HARDSCAPE PLAN 5.154TH ST STAT ON ARCHITECTURAL WEST STATION PLAZA GRADING PLAN 1484 1485 1486 1487 1488 1492 1493 1494 1495 1496 1497 1498 1499 1500 1501 1502 1503 1504 1505 1506 1507 1508 1509 1510 MUM MUM 1514 MUM 1516 1519 1520 NEM NEM 1524 MIAMI 1526 1528 1529 1530 MOM MEMO 1534 1536 MEMO 1538 €539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 0 No. N76 -AZO2 N76 -AZO3 N76 -AZO4 N76 AZO5 N76 AZO6 N76 -AUDI N76- AU20 N76 -AU2I N76 AU22 N76- AU30 N76 AU3I N76- AU32 N76 -AU33 N76 -AU34 N76- AU35 N76 -AU36 N76- AU37 N76 -AU50 N76 --AU5I N76 -AU52 N76-AU53 N76 -AU54 N76 --AU55 N76 AU56 N76 -AU57 N76 AU58 N76 AU60 N76 -AU6 I N76 -AU65 N76 --AU66 N76 AU67 N76-- AU68 N76 --AG2O N76 -AG2 I N76 AG22 N76 -AM20 N76 AM2I N76 AM22 N76 AP2O N76 AP2I N76- AP22 N76-AP23 N76 -AP24 N76- AP25 N76 -AG30 N76- AG3I N76 -AM30 N76 AM31 N76 AP30 N76- AP3I N76-AP32 N76-AP33 N76 -A040 N76-AG4 I N76 -AG42 N76 -AG43 N76 -A044 N76 -AG45 N76 -AM40 N76-AM4 I N76 -AP40 N76 -AP4I N76 AM5O N76 -AP50 N76 -AP5I N76 --AE 10 N76 -AEI I N76- AEI2 N76- AEI3 N76 -AE20 03/15/05 Date Dsn. REV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S.154TH ST STATION ARCHITECTURAL WEST PLATFORM PLAN S.I54TH ST STATION ARCHITECTURAL EAST PLATFORM PLAN S.154TH ST STATION ARCHITECTURAL WEST LOWER PLATFORM ROOF S.I54TH ST STATION ARCHITECTURAL EAST LOWER PLATFORM ROOF S.I54TH ST STATION ARCHITECTURAL WEST UPPER ROOF S.I54TH ST STATION ARCHITECTURAL EAST UPPER ROOF S.154TH ST STATION ARCHITECTURAL WEST PLAZA RCP S.I54TH ST STATION ARCHITECTURAL EAST PLAZA RCP S.I54TH ST STATION ARCHITECTURAL WEST MEZZANINE RCP S.I54TH ST STATION ARCHITECTURAL EAST MEZZANINE RCP 5.154TH ST STATION ARCHITECTURAL WEST LOWER PLATFORM ROOF S. I54TH ST STATION ARCHITECTURAL EAST LOWER PLATFORM ROOF S.154TH ST STATION ARCHITECTURAL EAST UPPER ROOF RCP S.I54TH ST STATION ARCHITECTURAL WEST UPPER ROOF RCP PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN CANOPY PLAN CA PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN CANOPY RCP CANOPY RCP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • TITLE S. S. S. S. S. S. S. 54TH ST STATION ARCHITECTURAL CENTRAL STATION PLAZA GRADING PLAN 54TH ST STATION ARCHITECTURAL EAST STATION PLAZA GRADING PLAN 54TH ST STATION ARCHITECTURAL WEST STATION PLAZA PAVING AND FURNISHING PLAN 54TH ST STATION ARCHITECTURAL CENTRAL STATION PLAZA PAVING AND FURNISHING PLAN 54TH ST STATION ARCHITECTURAL EAST STATION PLAZA PAVING AND FURNISHING PLAN 54TH ST STATION ARCHITECTURAL NORTH SOUTH PEDESTRIAN WALK PAVING AND FURNISHING PLAN 54TH ST STATION ARCHITECTURAL EAST WEST PEDESTRIAN WALK PAVING AND FURNISHING PLAN 5.154TH ST STATION ARCHITECTURAL PERIMETER PLAZA PAVING AND FURNISHING PLAN S.I54TH ST STATION ARCHITECTURAL. PAVING AREAS PAVING AND FURNISHING PLAN 5.154TH ST STATION ARCHITECTURAL NORTH S.154TH ST STATION ARCHITECTURAL STATION PLAZA HARDSCAPE DETAILS S.I54TH ST STATION ARCHITECTURAL STATION PLAZA HARDSCAPE DETAILS S.I54TH ST STATION ARCHITECTURAL STATION PLAZA HARDSCAPE DETAILS S.154TH ST STATION ARCHITECTURAL PEDESTRIAN WALK AND STATION PLAZA HARDSCAPE DETAILS S.I54TH ST STATION ARCHITECTURAL PEDESTRIAN WALK AND STATION PLAZA HARDSCAPE DETAILS S.I54TH ST STATION ARCHITECTURAL PEDESTRIAN WALK AND STATION PLAZA HARDSCAPE DETAILS S.154TH ST STATION ARCHITECTURAL MISCELLANEOUS HARDSCAPE DETAILS S.I54TH ST STATION ARCHITECTURAL MISCELLANEOUS HARDSCAPE DETAILS 5.154TH ST STATION ARCHITECTURAL WEST STATION PLAZA PLAN 5.154TH ST STATION ARCHITECTURAL EAST STATION PLAZA PLAN 5.154TH ST STATION ARCHITECTURAL STATION PLAZA ROOF PLANS 5.154TH ST STATION ARCHITECTURAL WEST MEZZANINE PLAN 5.154TH ST STATION ARCHITECTURAL EAST MEZZANINE PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN ISSUED FOR CONSTRUCTION Revisions Designed By. K. WONG Drawn By T. WIGGINS Checked By. J. BAILEY Approved By. 1. GUSTET I CH PARTIAL PLAN 1 NDEX OF DRAW 1 NGS - BOOK 7 SOUTH ENTRY PEDESTRIAN WALK PAVING AND FURNISHING PLAN S.I54TH ST STATION ARCHITECTURAL MISCELLANEOUS HARDSCAPE DETAILS S.I54TH ST STATION ARCHITECTURAL URBAN DESIGN - NOISE WALL PLAN AND ELEVATIONS S.154TH ST STATION ARCHITECTURAL URBAN DESIGN -- NOISE WALL ELEVATIONS AND SECTIONS 5.154TH ST STATION ARCHITECTURAL ARCHITECTURAL RETAINING WALL ELEVATIONS S.I54TH ST STATION ARCHITECTURAL ARCHITECTURAL RETAINING WALL ELEVATIONS S.154TH ST STATION ARCHITECTURAL ARCHITECTURAL RETAINING WALL ELEVATIONS 5.154TH ST STATION ARCHITECTURAL MEZZANINE ROOF PLANS NOPY PLAN S.154TH ST STATION ARCHITECTURAL ENLARGED STATION PLAZA PLAN ANCILLARY STRUCTURES 5.154TH ST STATION ARCHITECTURAL ENLARGED STATION PLAZA PLAN ANCILLARY STRUCTURES 5.154TH ST STATION ARCHITECTURAL ENLARGED STATION PLAZA PLAN LIGHT SUPPORT ARMS 5.154TH ST STATION ARCHITECTURAL ENLARGED STATION PLAZA PLAN LIGHT SUPPORT ARMS S.154TH ST STATION ARCHITECTURAL ENLARGED STATION PLAZA PLAN LIGHT SUPPORT ARMS 5.154TH ST STATION ARCHITECTURAL ENLARGED STATION PLAZA PLAN TPSS SECURITY SCREENS S.154TH ST STATION ARCHITECTURAL ENLARGED MEZZANINE PLAN 5.154TH ST STATION ARCHITECTURAL ENLARGED MEZZANINE PLAN S.154TH ST STATION ARCHITECTURAL ENLARGED PLATFORM PLAN 5.154TH ST STATION ARCHITECTURAL ENLARGED PLATFORM PLAN S.154TH ST STATION ARCHITECTURAL WEST MEZZANINE FINISH PLAN S.I54TH ST STATION ARCHITECTURAL WEST PLATFORM FINISH PLAN 5.154TH ST STATION ARCHITECTURAL EAST PLATFORM FINISH PLAN PARTIAL PLAN PARTIAL PLAN PARTIAL PLAN 5.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS NORTH ELEVATION 5.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS SOUTH ELEVATION S.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS EAST ELEVATION S.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS WEST ELEVATION 5.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS - PARTIAL NORTH ELEVATION S.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS - PARTIAL NORTH ELEVATION S.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS PARTIAL ELEVATIONS 5.154TH ST STATION ARCHITECTURAL STATION ELEVATIONS STATION ENTRY S.154TH ST STATION ARCHITECTURAL INTERIOR ELEVATIONS TICKET VENDING Submitted: J. HARRISON SHT. No. 1561 1562 €563 €564 1565 1566 I567 1568 1569 1570 1573 1574 1575 1576 1577 1578 1579 1580 1581 1582 1583 1584 1585 1586 1587 1588 1589 1590 1591 1592 1593 1594 1595 1596 1597 1598 1517 1518 N76 -AU69 N76 AGO! S.I54TH ST STATION ARCHITECTURAL ARCHITECTURAL RETAINING WALL ELEVATIONS S.I54TH ST STATION ARCHITECTURAL ARCHITECTURAL RETAINING WALL ELEVATIONS S.154TH ST STATION -- ARCHITECTURE S.I54TH ST STATION ARCHITECTURAL ARCHITECTURAL SITE PLAN 1599 1600 1601 1602 N76 -AD36 N76 -AD37 N76 -AD38 N76 -AD4 I 0 0 0 5.154TH ST STATION ARCHITECTURAL ELEVATOR DETAILS 5.154TH ST STATION ARCHITECTURAL ELEVATOR CAB - ELEVATIONS & DETAILS S.I54TH ST STATION ARCHITECTURAL ELEVATOR DETAILS 5.154TH ST STATION ARCHITECTURAL PARTITION DETAILS 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 1624 1625 1626 1627 1628 1629 1630 1631 1632 1633 1634 635 636 637 638 639 640 1641 642 643 1 644 1645 1646 1647 1648 Date: 03/15/05 DWG. No. N76 -AE4 I N76 -AX20 N76-AX2 I N76 --AX22 N76 -AX23 N76 -AX24 N76-AX25 N76 -AX26 N76 -AX27 N76 -AX28 N76 AX40 N76 -AX41 N76-AX42 N76 -AX43 N76 AX44 N76 -AX45 N76 --AX46 N76 -AX47 N76 -AD I 0 N76 -AD I I N76- AD12 N76- AD 13 N76 -AD 14 N76 --AD 15 N76 -AD 16 N76- AD 17 N76 -AD 18 N76 -AD 19 N76 -AD2O N76 -AD21 N76 --AD23 N76 AD24 N76- --AD30 N76-AD3 I N76 -AD32 N76 -AD33 N76-AD34 N76- AD35 N76 AD42 0 N76- --AD50 N76-AD5 1 N76 --AD52 N76 -AD53 N76-AD54 N76 -AD55 N76 AD56 N76 AD57 N76-AD58 N76 AD59 N76 AD6O N76 AD61 N76 -AD62 N76 AD63 N76 --AD64 N76 -AD65 N76 -AD66 N76 AD67 N76-AD68 N76 -AD70 N76 -AD7I N76 -AD72 N76 -AD73 N76 -AD74 N76 -AD75 N76-AD76 N76-AD77 N76-AD78 N76 N76 AD82 N76-AD83 N76- AD91 N76-AD92 N76-AD94 N76 AD95 N76 AQ41 N76 AQ42 N76- A043 N76-AQ44 N76- AZ40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S.154TH ST STATION ARCHITECTURAL EXTERIOR STATION DETAILS WALL &FLASHING 0 0 0 S.154TH ST STATION ARCHITECTURAL EXTERIOR STATION DETA1LS &FLASHING RAIN LEADERS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R. KEMPKES S.I54TH ST STATION ARCHITECTURAL INTERIOR ELEVATIONS ANCILLARY STRUCTURES S.154TH ST STATION ARCHITECTURAL LONGITUDINAL STATION SECTION PARTIAL S.154TH ST STATION ARCHITECTURAL LONGITUDINAL STATION SECTION PARTIAL S.I54TH ST STATION ARCHITECTURAL STATION CROSS SECTION BENT E3 S.154TH ST STATION ARCHITECTURAL STATION CROSS SECTION BENT E4 S.I54TH ST STATION ARCHITECTURAL STATION CROSS SECTION BENT E5 S.I54TH ST STATION ARCHITECTURAL STATION CROSS SECTION BENT E6 S.I54TH ST STATION ARCHITECTURAL STATION CROSS SECTION BENT E7 S.154TH ST STATION ARCHITECTURAL STATION CROSS SECTION BENT E8 5.154TH ST STATION ARCHITECTURAL STATION CROSS SECTION STATION ENTRY S.154TH ST STATION ARCHITECTURAL WALL SECTIONS RAIN SCREEN S.154TH ST STATION ARCHITECTURAL WALL SECTIONS RAIN SCREEN s. s. s. s. s. s. s. s. s. 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH 54TH ST STATION ARCH TECTURAL WALL SECTIONS RAIN SCREEN TECTURAL WALL SECTIONS STATION ENTRY TECTURAL WALL SECTIONS PLAZA ANCILLARY SPACES TECTURAL WALL SECTIONS MEZZ. ANCILLARY SPACES TECTURAL WALL SECTIONS MEZZ. ANCILLARY SPACES TECTURAL WALL SECTIONS MEZZ. ANCILLARY SPACES TECTURAL STAIR PLANS AND SECTIONS STAIR NO. 7 TECTURAL STAIR PLANS AND SECTIONS STAIR NO. 5 & NO. 6 TECTURAL STAIR PLANS AND SECTIONS EGRESS STAIR NO. I S.154TH ST STATION ARCHITECTURAL STAIR PLANS AND SECTIONS EGRESS STAIR NO. 2 S.I54TH ST STATION ARCHITECTURAL STAIR PLANS AND SECTIONS EGRESS STAIR NO. 3 S.I54TH ST STATION ARCHITECTURAL STAIR PLANS AND SECTIONS EGRESS STAIR NO. 4 S. I 54TH ST STAT 1 ON ARCH 1 TECTURAL STA I R PLANS AND ELEVAT ONS EMERGENCY ACCESS STA I RS NO. 8 & 9 S.I54TH ST STATION ARCHITECTURAL STAIR DETAILS S.I54TH ST STATION ARCHITECTURAL STAIR DETAILS S.I54TH ST STATION ARCHITECTURAL STAIR DETAILS S.I54TH ST STATION ARCHITECTURAL ESCALATOR PLANS AND SECTIONS - ESCALATOR NO. 5 S.I54TH ST STATION ARCHITECTURAL ESCALATOR PLANS AND SECTIONS - ESCALATOR NO. 3 S.154TH ST STATION ARCHITECTURAL ESCALATOR SECTIONS & DETAILS S.I54TH ST STATION ARCHITECTURAL ESCALATOR DETAILS S.I54TH ST STATION ARCHITECTURAL ELEVATOR SHAFT PLANS ELEVATOR NO. I S.I54TH ST STATION ARCHITECTURAL ELEVATOR SHAFT PLANS ELEVATOR NO. 3 S.I54TH ST STATION ARCHITECTURAL ELEVATOR SHAFT ELEVATIONS ELEVATOR NO. 1 S. I54TH ST STATION ARCHITECTURAL ELEVATOR SHAFT ELEVATIONS ELEVATOR NO. 3 S.I54TH ST STATION ARCHITECTURAL ELEVATOR SHAFT SECTIONS S.I54TH ST STATION ARCHITECTURAL ELEVATOR DETAILS VENDING DETAILS 5.154TH ST STATION ARCHITECTURAL EXTERIOR STATION DETA1LS-WALL & FLASHING S.I54TH ST STATION ARCHITECTURAL TICKETING S. I 54TH ST STAT I ON ARCH 1 TECTURAL EXTER I OR STAT I ON DETA I LS-WALL & FLASH 1 NG S.I54TH ST STATION ARCHITECTURAL EXTERIOR STATION DETA1LS-WALL & FLASHING 3.154TH ST STATION ARCHITECTURAL EXTERIOR STATION DETAILS S.154TH ST STAT I ON ARCH I TECTURAL EXTER I OR STAT I ON DETA I LS-WALL & FLASH I NG RA I N LEADERS S.I54TH ST STATION ARCHITECTURAL EXTERIOR STATION DETAILS WALL &FLASHING RAIN LEADERS S.I54TH ST STATION ARCHITECTURAL DETAILS - EXTERIOR STATION CANOPY & RAIN SCREEN S.I54TH ST STATION ARCHITECTURAL DETAILS EXTERIOR STATION CANOPY & RAIN SCREEN S.I54TH ST STATION ARCHITECTURAL DETAILS - EXTERIOR STATION CANOPY & RAIN SCREEN S.I54TH ST STATION ARCHITECTURAL DETAILS - EXTERIOR STATION CANOPY &RAIN SCREEN S.I54TH ST STATION ARCHITECTURAL DETAILS S.I54TH ST STATION ARCHITECTURAL DETAILS - EXTERIOR STATION CANOPY &ROOF ASSEMBLIES S.I54TH ST STATION ARCHITECTURAL DETAILS - EXTERIOR STATION CANOPY & RAIN SCREEN S. I 54TH ST STAT I ON ARCH I TECTURAL DETA I LS RA I L I NGS, GATES & SCREENS S.I54TH ST STATION ARCHITECTURAL DETAILS S.I54TH ST STATION ARCHITECTURAL DETAILS S.I54TH ST STATION ARCHITECTURAL DETAILS S.I54TH ST STATION ARCHITECTURAL DETAILS S.I54TH ST STATION ARCHITECTURAL DETAILS 5.154TH ST STATION ARCHITECTURAL DETAILS RAILING, GATES & SCREENS VIEWED FOR MAY 1S NO5 CODE COI S.I54TH ST STATION ARCHITECTURAL DETAILS - RAILING, GATES & SCREENS S.I54TH ST STATION ARCHITECTURAL DETAILS - LIGHT ARM SUPPORTS S.154TH ST STATION ARCHITECTURAL DETAILS - RAILING, GATES & SCREENS City Of Tukwila_ _ 3.154TH ST STATION ARCHITECTURAL DETAILS - RAILING, GATES & SCREENS S.154TH ST STATION ARCHITECTURAL DETAILS DOORS I 61.11L1) 1q i RECEIVED 5.154TH ST STATION ARCHITECTURAL DETAILS-PLATFORM EDGE & PAVING APR 1 005 S.I54TH ST STATION ARCHITECTURAL DETAILS-PLATFORM PAVING & JOINTS S.I54TH ST STATION ARCHITECTURAL DETAILS-PLATFORM PAVING &JOINTS S.154TH ST STATION ARCHITECTURAL DETAILS-PLATFORM PAVING & JOINTS 3.154TH ST STATION ARCHITECTURAL DETAILS-ARCHITECTURAL LIGHTING AND ELECTRICAL ROUTING COORDINATION S.154TH ST STATION ARCHITECTURAL DETAILS-ARCHITECTURAL LIGHTING AND ELECTRICAL ROUTING COORDINATION 3.154TH ST STATION ARCHITECTURAL DETAILS-ARCHITECTURAL LIGHTING AND LIGHT SUPPORT ARMS 3.154TH ST STATION ARCHITECTURAL DETAILS-ARCH1TECTURAL LIGHTING AND ELECTRICAL ROUTING COORDINATION S.154TH ST STATION ARCHITECTURAL DETAILS-ARCHITECTURAL LIGHTING AND ELECTRICAL ROUTING COORDINATION S.I54TH ST STATION ARCHITECTURAL DETAILS-ARCHITECTURAL LIGHTING AND ELECTRICAL ROUTING COORDINATION S.I54TH ST STATION ARCHITECTURAL TOILET ROOM PLANS AND ELEVATIONS 1554 1555 1556 1558 1559 1560 N76-AE23 SOUNDTRANSIT SOUTH CORRIDOR BOOK 7 Scale: S.I54TH ST STATION ARCHITECTURAL SYSTEM ROOM PLANS AND ELEVATIONS WASHROOM JAN. S.I54TH ST STATION ARCHITECTURAL SYSTEM DETAILS 5.154TH ST STATION ARCHITECTURAL SYSTEM DETAILS S.I54TH ST STATION ARCHITECTURAL DOOR SCHEDULES S.154TH ST STATION ARCHITECTURAL WINDOW SCHEDULES LTR# Dote: Dote: 0 8/ 2 0/ 0 4 Drawing No.: G57 -GXI3 Sheet No;. Rev.: XREF S Resolved REG— I G S55_G57 — Zg-2234h Unresolved L 7'SCALE l� a7 c w 0 3N X 0 .. En N N I __ 10 _ U) / in 00 SHT. No. 649 650 1651 652 653 654 655 656 657 N76 --ED02 0 0 No 658 659 660 661 662 663 664 665 666 667 668 669 N76- --LP2O N76 —LP2 I 0 0 670 671 672 673 674 675 676 677 678 579 680 1681 682 683 N76 — LD30 684 N76 —LD3I 685 686 687 688 689 690 1691 692 693 694 695 696 697 698 699 700 1701 702 703 704 705 706 707 708 709 710 1711 712 713 714 715 716 717 718 719 720 1721 722 03/15/05 Date A DWG. No. N76 —AZ42 N76 --ANO2 N76 --ANO3 N76 —ANO4 N76 —ANO6 N76 ANO7 N76—ANO8 N76 —LPOD N76 —LP22 0 N76 —LP23 N76 —LD2I N76—LROO N76 —LD33 N76 —LR20 N76 —LR2 I N76 R22 N76 —LR23 N76 —CROI N76 —CGOI N76 —CGO2 N76 —CGO3 N76 —CGO4 N76 CGO5 N76—CAO 1 N76 --CAO2 N76 CA03 N76 —CAD4 N76 —CAO5 N76 —CA06 N76 —CA07 N76—CPO I N76—CM0 1 N76—CM 02 N76 —CMO3 N76 --CM04 N76 —CM05 N76 CXO N76 CXO2 N76 -CXO3 N76— CX04 N76 --CXD5 N76 —SW5 I N76 —SW52 N76 —SW53 N76—SW54 N76 -5W55 N76—SW56 N76 —SW57 N76 —SW58 N76 —SW59 N76—SW60 N76 --SW6 I N76 —SW62 N76 —SW63 Dsn. Ch k. REV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N76 —SW64 0 App TITLE S. 54TH ST STAT S S S S S S S S S S S S S S S S S. S. S. S. S S S S. S. S S s. S. S S S. S. S. S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S • 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT 54TH ST STAT Revisions ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ARCH ON ON ON ON ON ON ON ON B • TECTURAL WINDOW SCHEDULES S. 1 54TH ST STAT ION — S I GN AGE TECTURAL SIGNAGE SCHEDULE TECTURAL SITE SIGNAGE TECTURAL WEST PLAZA SIGNAGE PARTIAL PLAN TECTURAL EAST PLAZA SIGNAGE PARTIAL PLAN TECTURAL WEST MEZZANINE SIGNAGE PARTIAL PLAN TECTURAL WEST PLATFORM SIGNAGE PARTIAL PLAN TECTURAL EAST PLATFORM SIGNAGE PARTIAL PLAN TECTURAL SIGNAGE DETAILS 5.154TH ST STATION — ELECTRICAL TECTURAL LIGHTING SITE LIGHTING PLAN TECTURAL LIGHTING WEST PLAZA LIGHTING PLAN (PARTIAL PLAN TECTURAL LIGHTING EAST PLAZA LIGHTING PLAN {PARTIAL PLAN TECTURAL LIGHTING WEST MEZZANINE LIGHTING RCP PARTIAL PLAN TECTURAL LIGHTING WEST PLATFORM LIGHTING PLAN PARTIAL PLAN TECTURAL LIGHTING EAST PLATFORM LIGHTING PLAN PARTIAL PLAN TECTURAL LIGHTING STATION LIGHTING ELEVATION — NORTH TECTURAL LIGHTING STATION LIGHTING CROSS SECTION TECTURAL LIGHTING STATION LIGHTING SECTION "PARTIAL PLAN) TECTURAL LIGHTING STATION LIGHTING SECTION (PARTIAL PLAN TECTURAL LIGHTING STAIR PLANS AND SECTIONS EGRESS STAIR N0 & N0.2 TECTURAL LIGHTING STAIR PLANS AND SECTIONS EGRESS STAIR N0.3 & N0.4 S.154TH ST STATION -- LANDSCAPE ON LANDSCAPING OVERALL PLANTING SITE PLAN ON LANDSCAPING PLANT SCHEDULE GENERAL NOTES AND CALCULATIONS ON LANDSCAPING PARTIAL PLANTING PLAN ON LANDSCAPING PARTIAL PLANTING PLAN ON LANDSCAPING PARTIAL PLANTING PLAN ON LANDSCAPING PARTIAL PLANTING PLAN ON LANDSCAPING PLANTING DETAILS 54TH STREET STATION GRADING PLAN 54TH STREET STATION PAVING PLAN RRIGATION SITE IRRIGATION MAINLINE LAYOUT RRIGATION IRRIGATION CALCULATIONS AND GENERAL NOTES RRIGATION PARTIAL IRRIGATION PLAN RRIGATION PARTIAL IRRIGATION PLAN RRIGATION PARTIAL IRRIGATION PLAN RRIGATION PARTIAL IRRIGATION PLAN RRIGATION IRRIGATION DETAILS RRIGATION IRRIGATION DETAILS 54TH STREET STATION DEMOLITION PLAN 54TH STREET STATION GRADING PLAN NORTH 54TH STREET STATION GRADING PLAN SOUTH 54TH STREET STATION GRADING PLAN WEST / SE ] NE 54TH STREET STATION GRADING PLAN EMERGENCY ACCESS 54TH STREET STATION ALIGNMENT AND LAYOUT PLAN 54TH STREET STATION CURB LAYOUT PLAN 54TH STREET STATION CURB LAYOUT PLAN 54TH STREET STATION CURB LAYOUT PLAN 54TH STREET STATION ALIGNMENT PROFILE 54TH STREET STATION ALIGNMENT PROFILE 54TH STREET STATION ALIGNMENT PROFILE 54TH STREET STATION PARKING STALL DISTRIBUTION PLAN 54TH STREET STATION PAVEMENT MARKING AND SIGNING PLAN NORTH 54TH STREET STATION PAVEMENT MARKING AND SIGNING PLAN SOUTH 54TH STREET STATION PAVEMENT MARKING DETAILS 54TH STREET STATION SIGNING SCHEDULE 54TH STREET STATION TYPICAL SECTIONS 54TH STREET STATION TYPICAL SECTIONS 54TH STREET STATION PAVING DETAILS 54TH STREET STATION PAVING DETAILS 54TH STREET STATION PAVING DETAILS S 1 54TH ST STATION — C I V I 54TH STREET STATION RETAINING WALL LAYOUT 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL ELEVATIONS 54TH STREET STATION RETAINING WALL DETAILS 54TH STREET STATION RETAINING WALL DETAILS 54TH STREET STATION RETAINING WALL DETAILS 54TH STREET STATION RETAINING WALL DETAILS 54TH STREET STATION RETAINING WALL DETAILS 54TH STREET STATION RETAINING WALL DETAILS ISSUED FOR CONSTRUCTION Designed By: K. WONG Approved By I . GUSTET I CH C Drawn By: T. WIGGINS Checked By. •••,•,�•••� J. BAILEY (EXPIRES 0I /07 /Q • Submitted: D • E I NDEX OF DRAW NGS -- BOOK 7 rrnnirrre' arnr J. HARRISON Date: SHT. No. DWG. No. REV T I TLE 723 N76—CD2I 0 S. 54TH ST STATION DRAINAGE PROF 724 N76 —CD22 0 S. 54TH ST STATION DRAINAGE PROF 725 N76 —CD23 0 S. 54TH ST STATION DRAINAGE PROF 726 N76—CD24 727 N76—CD25 728 N76 —CD26 729 N76—CD27 730 N76 —CD28 1731 N76—CD29 732 N76 —CD3O 733 N76 --CEO 734 N76—CTOI 735 N76—CTO2 736 N76 —CTO3 737 N76 CTO4 738 N76—CTO5 739 N76 --CTO6 740 1741 N76—UCO2 742 N76—UCO3 N76 —UCO I 743 N76 —UCO4 744 N76—UCO5 745 N76 —UX01 746 03/15/05 N76 --UX02 747 N76 --UX03 748 N76 —UX04 749 N76 —UXO5 750 N76 —UX06 Approved: 0 S. 0 S. 0 S. 0 S O S. O S O S 0 S D S O S. 0 0 0 0 0 S 54TH ST STATION DRAINAGE PROF 54TH ST STATION DRAINAGE PROF 54TH ST STATION DRAINAGE PROF 54TH ST STATION DRAINAGE PROF 54TH ST STATION DRAINAGE DETA DELETED DELETED DELETED • R. KEMPKES F 54TH ST STATION DRAINAGE DETA 54TH ST STATION DRAINAGE DETA LES LES LES LES LES LES LES LS LS LS • G 54TH ST STATION EROSION CONTROL PLAN 54TH ST STATION WATER QUALITY TREATMENT AND DETENTION FACILITY SITE AND GRADING PLAN 54TH ST STATION HIGH FLOW BYPASS VAULT DETAILS AND CROSS— SECTIONS 54TH ST STATION WATER QUALITY TREATMENT FACILITY DETAILS AND CROSS — SECTIONS S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN O S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN O S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN 0 S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN 0 S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN 0 S. 154TH ST STATION UTIL TY MODIF CATION PROFILES INTERNATIONAL BLVD WATER PROFILES S. 154TH ST STATION UTIL S. 154TH ST STATION UTIL S. 154TH ST STATION UTIL S. 154TH ST STATION UTIL 0 S. 154TH ST STATION UTIL souNnrRaNsrr Date: 03/15/05 TY MODIF TY MODIF TY MODIF TY MODIF TY MODIF Scale: Contract No.: Date: CATION PROFILES WATER PROFILES CATION PROFILES WATER PROFILES CATION PROFILES 8 FIRE SERVICE (HIGH PRESSURE) CATION SEWER PROFILES CATION SEWER PROFILES NTS Filename: C755 08/20/04 CORRECTION REVIEWEDFOR CODECOMPILIANCE Ammetwo MAY 1 3 2005 City Of Tukwila • SOUTH CORR I DOR BOOK 7 RECEIVED CITY Of TUKWILA APR 1 2005 PERMIT CENTER b 0 if LI 20 Drawing No.: Sheet N 16 TYPE CHAIN LINK FENCE MEMBER BRACE RAIL & TOP RAIL LINE & ERACE POST END 9 CORNER Y FULL Ras; GATE POST ALL POSTS ROUND H- COLUMN ROUND Hi- COLUMN ROUND ROUND I.D. Pipe (Inches) We;ghl Per Foot ( Pounds) Size (Inches) weight Per Foot ( Pounds) ..D. Pipe (Inches) Weig)7 Per Foot (Pounds) :viz" (i r: r;11r - tWrigrit Per Foot (Pounds) I.D. Pipe (Inches) Wr _ght Per i o9t (Pount s ) 1.0s Pipe (Inches) Weight Per Fore- (Pounds) LENGTH IA 2.27 3 < 1543 1.35 2 3,65 3 4.0 21 /2 5.79 6.065" 18.97 8 ' - 8 • ----IIIII 11111111111111111 - - _- --11111 Designed By J. CHOU Drawn By. M. PORTEOUS --111111 --11111 Checked By. D. SN I DER _ --IIII 0 03/15/051111.111111 Date ... B ISSUED FOR CONSTRUCTION Revisions A' ,:..,. Approved By . . R No. XREF'S Resolved HA_2234H REG —DMH S55_N76_AU Unresolved L TSCALE ( = / CHAIN LINK FENCE TYPE I HEWITT ARCHITECTS D. HEWITT Approved: R. KEMPKES SOUNDTRANSIT Date: AS SHOWN LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S.I54TH ST STATION ARCHITECTURAL PEDESTRIAN WALK AND STATION PLAZA HARDSCAPE DETAILS Drawing No.: N76—AU54 Sheet No.: DAVID W. HEW TT STATE OF WASHINGTON Top r o l l Fabric band ga te or corner pos Twisted and barbed >se I va 6' HIGH WSDOT CHA I \ NOT TO SCALE HOLD FG OF TOPSOIL 6" BELOW TOP OF CAP TOP OF WALL TO BE LEVEL, SEE CIVIL GRADING DWGS N76—CGOI TO N76—CGO4 FOR ELEVATION. STEP TOP OF WALL AS INDICATED ON CIVIL LAYOUT DWGS SOLID CAP UNIT (NO OVERHANG) ---- . FG AT ASPHALT PAVEMENT VARIES, SEE CIVIL DWGS N76 —CGOI TO N76—CGO4 FOR ELEVATIONS AND N76 —CX03 FOR DETAILS f B ace posts Tree post LI\ MIN SEGIvENTAL CO \CRETE BETA I \ SCALE: 3/4" = I' --0" I\ Twisted and bar eel se I vc ge Pull SLEEVE, SEE DETAIL 3/N76—AU53, TYP CE TYP VARIES II G WALL W I T N76- -AU53 post Brace post NOTE: I. PROVIDE FOR CORNER UNITS TO CONSTRUCT 90 CORNERS. 2. FIELD MITER CAPS AT 9Q CORNERS. COMPACTED BACKF I LL DRAINAGE AGGREGATE PROVIDE FOR A MINIMUM OF. I AND A HALF COURSES BELOW GRADE COMPACTED CRUSHED SURFACING BASE COURSE I.I\ 1575 PAR< I \G LOT NOTES: I. REFERENCE WSDOT STANDARD PLANS. 2. REFER TO CHAIN LINK FENCE MEMBER TABLE FOR SIZE OF POSTS AND RAILS. 3. SEE DETAILS 2/N76 —AU65 AND 3/N76 —AU65 FOR LOCATIONS OF FENCE POSTS. 4. REFER TO DETAIL 3/N76 —AU53 FOR SECTION SHOWING CHAIN LINK FENCE POSTS I N C I P CONC WALL. 5. SEE SPEC SECTION 02820 FOR PVC—CLAD l" MESH CHAIN LINK FABRIC INFORMATION. 6. PROVIDE SHOP DRAWINGS. (7 N76 —AU54 DRAINAGE FABRIC AT TOP OF DRAINAGE FILL. PROVIDE I' OVERLAP DOWN BACK SIDE OF FILL. SEE SPECIFICATION SECTION 02835 4TANDARD WALL UNIT WITH PINNED VERTICAL f �4; STACKING. CONSTRUCT AS PER MFG SPECS r\ i PLANTING SOIL PER LANDSCAPE DWG N76—LD2I 4" DIA PERFORATED DRAIN PIPE. CONNECT TO STORM SYSTEM WHERE SHOWN ON UTILITY /DRAINAGE DWG N76 --UCQ I SUBGRADE COMPACTED TO 95% OR UNDISTURBED NATIVE SOIL. REFER TO CIVIL SPECIFICATION SECTION 02300 ( � a N76 —AU54 HOLD FG OF TOPSOIL 6" BELOW TOP OF CAP N TOP OF WALL TO BE LEVEL, SEE CIVIL GRADING DWGS N76—CGOI TO N76 —CGO4 FOR ELEVATION. STEP TOP OF WALL AS INDICATED ON CIVIL LAYOUT DWGS CHAIN LINK GATES To ffinge-- 118o 'Swing} �d` - ...... NOT TO SCALE SOLID CAP UNIT (NO OVERHANG)-- cil d.�i . FG AT ASPHALT PAVEMENT w VARIES, SEE CIVIL DWGS c, 1►\ .. N76 —CGOI TO N76—CGO4 Q FOR ELEVATIONS AND as N76 - CX03 FOR DETAILS = ca w 7X „ ''�llllll SEGMENTAL CO \CRETE RETA I SCALE: 3/4” = I' -0" GJ,"tora Hine (180° Swing) SLEEVE, SEE DETAI 4/N76 —AU53, TYP \I\ II 6 MIN N76- --AU53 Cracin 6' HIGH WSDOT CHA I \ 1. Fence e `rchr C ;ha I I be recur An to gote frome with kr•u;kIed 3ovuge oion9 top edge for .1 jr e% 4 & 5 chain I iris fence in!ia11U4 ians. 26'_0" 2. v n1mun pr)i iength: VARIES L1\ �f G WALL AT WEST NOTES: I. REFERENCE WSDOT STANDARD PLANS. 2. SEE TABLE AT DETAIL 3/N76 —AU54 FOR SIZE OF POSTS AND RAILS. 3. SEE DETAIL 3/N76—AU65 FOR LOCATION OF GATE POSTS. 4. REFER TO DETAIL 4/N76 —AU53 FOR SECTION SHOWING CHAIN LINK GATE POSTS I N CIA CONC WALL. 5. SEE SPEC SECTION 02820 FOR PVC CLAD I" MESH CHAIN LINK FABRIC INFORMATION. 6. PROVIDE SHOP DRAWINGS. < GATES TYPE N76 —AU54 NOTE: I. PROVIDE FOR CORNER UNITS TO CONSTRUCT 9Q CORNERS. 2. FIELD MITER CAPS AT 90 CORNERS. DRAINAGE FABRIC AT TOP OF DRAINAGE FILL. PROVIDE I' OVERLAP DOWN BACK SIDE OF FILL. SEE SPECIFICATION SECTION 02835 PLANTING SOIL PER LANDSCAPE DWG N76—LD2I STANDARD WALL UNIT WITH PINNED VERTICAL STACKING. CONSTRUCT AS PER MFG SPECS COMPACTED BACKF I LL DRAINAGE AGGREGATE PROVIDE FOR A MINIMUM OF I AND A HALF COURSES BELOW GRADE 4" DIA PERFORATED DRAIN PIPE. CONNECT TO STORM SYSTEM PER UTILITY /DRAINAGE DWG N76—UCOI LARGER UNIT BOTTOM COURSE UNIT COMPACTED CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED TO 95% OR UNDISTURBED NATIVE SOIL. REFER TO CIVIL SPECIFICATION SECTION 02300 \D OF SIT CORRECTION REVIEWED FOR CODE COMPUANCE A0 NNW MAY 1 3 2005 City Of 11,7033 B UILDING MM I OOO G 1 N76 —AU54 RECEIVED CITY Of TUKWILA APR 1 Lt 2005 PEWIT CENTER bOM' 920 CROSS REFERENCING OF WALL DRAWINGS WALL # DRAWING # —NIo Lo cDND00,Q =Ctii li"} (0I" , Q.� 0]0 N76- SW52, --SW53 N76 -SW53, -SW54, -SW6I N76 -SW54 N76 -SW54 N76-- -SW55, -SW56, -SW62 N76 -SW56, -SW63 N76-SW56, -SW63 N76-SW56, - SW63 N76 --SW56 N76 -SW56 N76 --SW57 N76 -SW57 N76 -SW57 N76-SW59 N76 -SW60 N76 --SW60 N76 -SW60 N76 -SW60 N76 -SW60 N76 -SW60 • ;F'S Resolved >L0000755 mL ogo755 • a--BK • i N76.1U • N76_CA i_N76_CP • %,..440_ CA • i0rx 24-2234h • Unresolved ;{..ALL l 6 o 0 03/15/05 A No. Data Dsn. Chk. A ISSUED FOR CONSTRUCTION Revisions 0 B PROPERTY LINE • Designed By M. PROCHASKA Drawn Sy: T. GALT Checked By: P. PROCHASKA Approved By. B. KNIGHT EXPIRES 12/12/06 • SUU THCEN TER BLVD Submitted: D Hatch Mott MacDonald T. PURDON Date: • c Engineer* Inc. 1412 -- 1 12th Avenue H.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 03/15/05 Approved: E • R. KEMPKES 40 20 0 40 80 r: SOUNDTRANSIT Date: F SCALE IN FEET 03/I5/05 Scale: Filename: S55.._.N76.__SW5 I . dwg Contract No.: Date: • I "-=4O C755 08/20/04 I G a H NOTES: I. REFERENCE STRUCTURAL GENERAL NOTES G57 -SZO2 THROUGH SZO5 FOR ALL TYPICAL STRUCTURAL NOTES AND DESIGN REQUIREMENTS. 2. REFERENCE ARCHITECTURAL DRAWINGS N76 -AU65 THROUGH N76 -AU69 FOR ALL RAILING AND FENCING ELEVATIONS AND FURTHER REFERENCE TO RELATED DETAILS AND NOTES. 3. REFERENCE UTILITY DRAINAGE PLAN N76 -UCO I FOR LOCATION OF DRAINAGE STRUCTURES TO RECEIVE WALL FOOTING DRAIN OUTLET CONNECTIONS. 4. REFERENCE CIVIL DRAWINGS N76 --CAO I THROUGH N76 -CAO4 FOR ALIGNMENT INFORMATION AND SITE LAYOUT DIMENSIONS. CORRECTION LTR #_1___ REVIEWED FOR CODE COMPLIANCE Avomovm MAY 13 2005 cif Of Tukwila WILDING DIVISION LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH STREET STATION RETAINING WALL LAYOUT APR 7 2 2005 REID MIDDLETON, INC. toM zd Drawing No.: N76-SW5 No.: RECEIVED CITY OF TUKWILA APR 1 4 2005 PERMIT CENTER 1709 Rev.: XREF`S Resolved CTSLOGOD755 NmmLogo755 REG -6K S55_,N76_CA S55 N75_CG S5,5 N76_CP S55- R40_CA S55 R40_CA X560cn ! X560rx X560sf X560ut Zg-2234h x560bg Unresolved L TSCALE f = 0 rn v � N Cr C 0 Uf 1 .. N � Z 1(1:5 to co 6 - z J 0 �. ...__._.I..____._i — PR 13 +00 0 No. Date ' EI ma 3 +00 0 03/15/05 A 1 r, . 0" PART OF PANEL #7 IN 76 —SW6 3 ...- ..._._ _.._..w - ..... . TOW 328.1 Dsn. Chk. . - N 01* 02' 28" E 1- PR 12 +50 5q: PAM l .... , ...,. .,..W.,..... . P . A . N . . #6 3 s i F}i F TORW 32 17 Revisions • 0 fl ISSUED FOR CONSTRUCTION CC 0 2 +50 I— z 0 F- F-- 0 11 to co c o cci co + t'`) CC N + N d CID • _ ............ ... . .,,...,.,,,... 42' -0" to 0 N F- TOW 326. 17, PANEL #5 I-- z 0 3Z w EX I ST I N(� GROUND OFFSET I .00 Designed By. M. PROCHASKA Drawn By. T. GALT Checked By P. PROCHASKA Approved By, B, KNIGHT C 4- SCALE: I "= 2 +00 SCALE: H: 1 "= 10' EXPIRES I 2/l2/0 • _- . ._..'... t .,w.. ,r.. —nnwr. .•., „�..r. . .. a. .. b.. "a { _. ...._ �. .... *..s .,......- ..- __.,� -.- -...,.. 4'-0” PROPERTY LINE N chi I _ z U) a cep TOW 327,50 I 5 WALL #1 - PLAN PANEL #4 PANEL # oo CO + z d X i w FINISHED GRADE oaf FAR FACE 1 FINISH GRA15E NEAR T . .. ... FACC - ...... EL 3 0.00 1 N tdt In + ' .. , ..,.. WALL #I - EAST ELEVATION Hatch Mott MacDonald Submitted: bONSTRUCT I ON BASEL f I NE, EXTENSION AND I S `•- PARALLEL TO PROPERTY LINE N. OUTLINE OF 0 . ' 28" E / F0OT . l.NG BELOW It 1 +5 f . I +00 \ / t T. PURDON Date: • F • 4 N76-5W60 • 1 +50 to a; F- (f) 324.83 z 0 a. x w cts 03/15/05 Approved: 8 ._.N 76--- SW6U .... . :..._... _ ._. 17' -2" itegineters, Inc. 1412-112th Avenue N.E. Bellevue, Washington 98004 (425) ria ..n ��Sw.vmronrmx+a» M. N N Suite 102 455 -7622 3 ,._. 6 .r�.. TOW 325.50 R. KEMPKES PANEL # CURB kf cv 42' -0' to to a 0 F- z 0 1+00 Date: SoUnruTRvusIr 03/15/05 F 20' --8" 4' -1 0' Scale: Date: 8" CMU WALL Contract No.: • To 0 co I-- z a w TOW 323.50 C1P CONC RETAINING WALL 00'4 AS SHOWN Filename: S55_•.N76_SW52.dwg C 755 08/20/04 N PANEL • ....... .._ TORW - 1 - 8:50 1, ti 041.42 •I Ep__ 0+50 —] \ F- z 0 X Cal w w .r ( __ 8 ' -0 „ N a F- (1) CEO CORRECTION LT R #_�-- 0 +50 0+41.42 300 v..,.... -.w 330 FINISHED GRADE EAR_ ._EACE • H ' .INK L. I GHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION RETA I N I N0 WALL ELEVAT I ONS } • • I I•? COD COMPLIANCE R Atiownv HAY 13 2005 320 - FINISH GRAD City Of Tukwila B D QQ DIVISION NEAR FACE EL 313.00 310 BOF EL 307.00 APR 290 REID MI DDLETOI`N, INC. 0 INDI CATES DESIGN WALL HEIGHT "H" FOR SELECTING REINFORCEMENT BASED ON WSDOT STANDARD PLAN D-la Drawing No.: Sheet No.: 1710 1 RECEIVED CITY OF TUKWILA APR 1 Zi 2005 PERMIT CENTER 54 N76 -SW52 0 Rev.: XREF'S Resolved C TSLOGOD755 HmmL ogo755 REG —BK S55_L57JS_ I S55_L57SP S5& N76_AU S55 N76, ,CA S55 N76_CG S55 N76_C S55_R40 CA_2 X560cn X560rx X560sf X55Oui Zg -2234h x56obg Unresolved L TSCALE l - 1.C7 0 w rn lei � cn (0 z t r.) 10 O • N U o 0 No. { .._...,......._M _.... X .._.. d _ w_..'w. •. K X ..,_. x :���MT. ......SSIVte f / / 03/15/05 Date Dsn. I / k / Vcir \N76 -/SW61 EX I r °" / . 'N rat �3f / TOW 330.83-N 330 - TORW 322.50 320 — II FIN FINISH GRADE I I NEAR FACE - -H ---- EL 312.50 BDF EL 308.00 ± 4. Ch k. 300 290 5+87.08 App__ Revisions WALL #2 (SE I )`76 -AU,6 FOR FENC / LAYOUT) 1// / if r f 4 1/2" 0 — _ I SSUED FOR CONSTRUCTION 5418 'ANEL #12 PANEL #12 l- F LICE SHED GRADE AT FAR DACE CURB AND GUTTER .50' 5 +50 I. Drawn By: N 01* 02' 28" E z - 5 1 x4 1 Designed By M. PROCHASKA T. GALT Checked By. P. PROCHASKA Approved By. B. KNIGHT OUTLINE OF FOOTING BELOW TOW 329.50 z . - .P_AN.E.L „..#.1... 5 +00 M .._.,......._- , a_ 13 AN EL .0.#1111 _.......w. AN EL #1 0 _....,. Awn ,. �... ��.»,. w,.. M,..,..... �r,..,. � ._.....__._.._- .,�....�...,�.._ , .,.,...,...,,.,..,. �...n.....,...,........ ............. ......................... - . �. �...N,......,,.,- ,............. 5 +00 w z SCALE: 1 "= 10 PROPERTY LINE z 0 5010 WALL :I - PLAN CONTINUATION WALL # 1 SCALE: H: I "= 10' Hatch Mott MacDonald T. PURDON r Date: 03/15/05 4 +50 24 -8 cts Approved: Ir-- N01 ° 02'28 "E PRI 4 +50 Akteneters, Inc. 1 - a _ _ ........._ �^ a_ _ u ..- t x ...., __._ ....,....- . ...... _..._.... M_. X . r) 1— Cr) FIN I SHED GRADE AT TOP OF WALL 1412--1 12th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 z . 5 1 -4 "1 a101.—.41 I---- z 0 w TOW 328.83 R. KEMPKES TORW 31.17 SOUNDTRANSIT Date: z 42' -O' PANEL - #9 S � 10 IX X CL PRI 4 +00 N76 -SW61 03/15/05 4 +00 Scale: z 0 4. .. E°f STT-`ING . - GRO 1 p EAST ELEVATION (CONT I NUAT I ON) AS SHOWN Filename: S55_.,N76_5W53.dwg Contract No.: TOW 329.50 C 755 Date: 08/20/04 ._.- PANEL. ,#a PANEL #8 try CON►P 1AM 9° Li0 e0 1 ; �1 .� fi; ■ {;1 r REIR IOD�ETC� i � , PRI 3+50 3 +50 -I 4 I- z 0 X w CORRECTION RETAINING WALL ELEVATIONS N76—S ,6D CL E 1 ST. I �TARY SAN l LINK LIGHT RAIL PROJECT SOUTH CORR I DOR S 154TH STREET STATION 33' --6 " PANEL #7 (PARTIAL) TOW 326.83 PANEL 0 INDICATES DESIGN WALL HE 1 GHT "H" FOR SELECTING REINFORCEMENT BASED ON WSDOT STANDARD PLAN D-10 F- z 0 a x w FIN I H GRADE - NEAR FACE 2:5 # 12 1 -2 11 RECEIVED CITY OF TUKWILA APR 14 2005 PERMIT CENTER Drawing No.: N76 —SW53 Sheet No.: 1711 Rev.: 0 XREF'S Resolved CTSLOGGD755 HrnmLogo755 REG -9K S55_,.L57SP S55J176_AG S55_ N76_AU 555_N76_0A S55_N76_CP Z9-2234h • Unresolved S55_L57 JS I X560cn L TSCALE / = l 6' -O" HIGH CHAIN LINK FENCE. FOR REFERENCE SEE DWG N76 - SW59 SEE DETAILS I/N76-AU36, 2/N76 -AU65 AND AND 5/N76 -AU65 FOR PLAN AND ELEVATIONS OF 12' --0" HIGH SECURITY FENCE AND LOCATIONS OF FENCE POST SLEEVES ON TOP OF WALLS #2 AND #3 WALL #2 370 E4 360 IFOR CLOSIDRE SECT ITON BETWEEN WALL ;4 AND WALL #5, SEE 'DRAW I NG N76 -SW64 PRI STA 7+50 SEE DETAIL 5/N76 -AU65 FOR ELEVAT N OF CHAIN LINK FENCE AND LOCATION OF FENCE POST AND (I) GATE POST 6' -0" HIGH CHAIN LINK SLEEVES ON TOP OF WALL #4 FENCE. FOR REFERENCE SEE DWG N76 -SW59 BOF EL` 325.00 INDICATES DESIGN WALL HEIGHT "H" FOR SELECTING REINFORCEMENT BASED ON WSDOT STANDARD PLAN D-- I o Revisions N 6 -SW59 PANEL 2 9 { f 11 .t ('� " ISSUED FOR CONSTRUCTION PANEL PRI STA 7 +00 TORW 328.67 Drawn By Designed By M. PROCHASKA T. GALT Checked By. P. PROCHASKA Approved By. B. KNIGHT EL 320,00 I EXPIRES 12/12/gl' Q. GUIDEWAY PRI STA 6 +65.13 Submitted: PRI STA 6 +50 WALL #3 & #4 - PLAN SCALE: I "= 10' HOR I 10` VERT T. PURDON Hatch Molt MacDonald SCALE: I' = I 0' HOR I " =10' VERT SEE DETAIL 5/N76 -- -AU65 FOR ELEVATON OF CHAIN LINK FENCE AND LOCATION OF FENCE POST SLEEVES ON TOP OF WALL # PANELU 6 Approved: 1412-112th Avenues N.E. Bellevue, Washington 98004 (425) Suite 102 455 -7622 WALL #3 & #4 -SOUTH ELEVATION R. KEMPKES TOR _._ _..._...._._.........,. _..___._...,.__ EL 325.50 FINI EXISTIN GROUND WLt... -#3, SOUNDTRANSIT N76 -SW6 I EL 313.00 - LL bO'fHO Scale: AS SHOWN Filename: S55_N76_SW54.dwg Contract No.: Date: 12 " -O" HIGH SECURITY FENCE 4 FOR REFERENCE SEE DETAIL N76 --SW6 /N76 --SD87 `•..� 24` -0' PANEL 3 N76 --SW I CMU WALL 24'-0" PANEL 2 REID MIDDLETON, IN LINK LI HT RAIL PROJECT SOUTH CORR I DOR S 154TH STREET STATION RETAINING WALL ELEVATIONS BOE EL 308.60 1 FIN €SHE 12'- APF 14 2005 PERMIT CSR Drawing No.: Sheet No.: N76-SW54 5 1n 0 w © • N Nil a C Z M I u • Et) • CNI cLi o A • B • • D • E • F • G • H XREF'S Resolved CTSLOGOD755 1-'mmLogo755 REG -BK S55_N76__AG S55_N76_CA S55 N76,,. CP X56Dcn Zg -2234h Unresolved LTSCALE J =1 10 co N) w Qo tti cr .0C 1.. d- z 16 a to A l SEE ;DETA I L 4 N76- AU66`5 FOR ELEVAT I ON OF METAL GUARDR I L AND Lt1CAT I ONS OF GUARDRA \J L STANCHION SLE VES I N CAP ON TOP\ OF WALL #5 ..., WALL - BRE ... _ . ...- .,.__. _ .._.. : - .. 5_..,,,t _. �. R I 8 +00 ! Y. .� 380 370 360 1'_4' 340 330 320 310 ., w 300 290 to N) 0 +00 0 03/15/05 No Date Dsn. TOW 337. 0 Ch k. O I_ O " = 30 '1_ O " 3 SPA AND 1VALL #5, SEE DRAW I G N76-S1 t64 I E... 322.00 ! EL 1312.00 Revisions 7 , ' 1 I EXCAVATI UN l PR 1 \ +50 Q EXP 31SPA 1 • TYP. TEMP EXCAVATION I H: I V C D NTRACTO MAY . ELECT W O H M ETI- OD EL 308.50 OF SLOP STABLIZATION 10' --aII =30' -0 FIN GRADE EIS 336.00 TOW 339.00 l I \ I I I 1. \ 1 I I ... I L11 \t 1 I 11 1 11 ILLJ L` ISSUED FOR CONSTRUCTION 0 +50 Q EXP 3ISPA C� L I IL 10' 0 "= 30' •--- Or W 1 2x53 34050 L � 1 w I M 11 r 76- SW6p 1 1 1 I l, I I I i i � �I 1 I IIY ; I BOF 329100 Drawn By. FIN GRADE J EL 3 ? .00 Designed By M. PROCHASKA T. GALT Checked By P. PROCHASKA Approved By: B. KNIGHT f 9 +00 \ s El Q EXP 4SPA $ 0 "= 321--0" 6 F N GRADE D rr. rrr rrr ..'•.• � �� .` � tit fakti -)N'76 -- SWG _..... :......_.: :... _� ....,._ '� NE fww•wws�fw�wf»r � �Irw�■w�■wr� r..�n.�wfw.f*�fw.� u . fir..... a■ rwwwrfi■.. �. f�f�rw. as lrs �ff> wf. ��.....■ i.. w f�f�fti. fs��r. rw. w�.■, �f�ffwAler��. f�frr. w�■ �. fw ■r�.if�f.n�r.Mr.r�M.fw�fw■.f� I I II II I �._ i III I I .._.. .,, I I1 . _ ....w. 1 .- i \ 1 1 1 1 1 1 I I I1 I 11II t II I II i 1IT- ..._...____11.1._.._ _5_- -. .41 , 1 1 I I 11 11 11 11 . ii II 111 11 11 i H. -.. __- 1. 11 - 1 . 1 .....I.. _..__ l l 1 1 11 l it 11 � 1_�_._ �. .,I �...W w l U I . _ .___. EL 1316.00 EL 31 1.S0 PR 19 +00 e a 1 1+00 EXP i RES 12/12/ 06 FIN G F I N EL 341.00 a TOW 1 ..3:42.00 ADE S V Submitted: /) N76 -SW62 WALL #5 SCALE: I "= 10' HOR I "= 10' VERT 1 L CL EXP 11 .w.... ,. 1..,.,.....M ......1 -4.. \I 1 1 1I 1 11 Ti I I I T. PURDON PR 19 +50 PLAN 1 4SP4© 8 0"=p2 I N76 --SW6 1 w.µ m.. E __.. F EL 342.00 ..,,j I TOW I J_ 1 343. 0 \ I Hatch Mott MacDonald Date: DE 1 } ' I E i I I EXISTING GROUND J FINISHED GRADE (BEYOND) ! ..m SAT FACE qF WALL 5555._. i M.�,_..._......�_.�,W. � �._.�.... _ 1+50 03/15/05 N 7S -,S.62 I COLUMN \ Q EXP N76-S LJ _ f► 1 6 1 -o " EL 313.00 SPACE 62 34.00 cats -H Approved: .,...., ._.r......11M....1M-, WALL #5 - NORTH ELEVAT I ON SCALE: I "= 10' HOR 1"=10' VERT Roginegust Inc, 2 SPA I© 6 1_ 8 " I I_ 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 FIN GLADE ..,. - . EL 3110.00, l { BOF 330 10 N) 1 00 R. KEMPKES - PR'1......J 0+90 PRI 10+00 Date: � - -1 �-- 44l-- __ II 1 11 I1 11 1 ,.,....1 .1.....w H I I I I ` I I --I4 -•- 41- . . l I�....-1+4r E -.1 I I -ITT- ...._ I ... I I I 11 I III II I I III I I I1. ____..__1 _...,._,..1 l. 1,1,..,.. F.i 111 1 1 11-111 111#... I I 11 11 I I i 1 .1 ' 1 1 11 1 1 Nj I I I 1 .1..__.,.,.. }1 _._. 1 _ 1 . - ... ! I 11 l i 1i III 1 T1 - rfi I l i i l 1 i t 1 Sl h. -- - 1 . 1 I 1 11 1 1 s __..._..._. 1 ..1 1 ...__... . L J L u J 1 L J 111 1 l 1 11 1 Old.......w 11.. r N- 2 +00 03/I5/05 SOUNDTRANSlT N7 SW59 TOW 3_ CL EXPO 6'--8' 4 SPA @ '` ' - t O 20'_0' - i W-f 2xa6_w..,.... Scale: Date: .s� i Contract No.: OF 331.0 botiO 3. E1.N_....G1AD.E._.. EL 346.00 TOW U (I li II II II is' ii jI ill iIII I I II II II II 1 I +f -_, -t -- -- F I -- tt - - - f 1 AS SHOWN Filename: S55_N76...,.SW55. dwg C 755 08/20/04 TO 34.50 1 t I. 1,, 1"f 3 a } 1 11 I � F ' N GRADE ; 4 349.00 1 FN. 1,o +5 TOW 35 - Ow Of 11,kwila CORRECTION 'v t JPI5' NT -- O " " J SPA 1"7.5 S P ._. ___... . . _ EJ I3 ..._.._. _.._....__... 0 4 --- EXP _..,..... ._ IA ..,.. . E?4P: JOINT 1 j JT 3 � 5 `0 - -6 =I 's. f f 1 I I 1 11 0 6 } f 2+50 '--1--. I-4-- - - +-I- -14- H. fr J111' i II. Id. II 111 II Iii II i_ .. . __f I } .-..„.. .: .: .. . 1. ......,.._.1.1_._, 1,1) I I 1 I I I 11 111 II II It 1 pi 1 ii II ii ii ii II li 1._ ill Tt I I I I l I I 1 1'1 1 I- I I co • I I APR 2 BOF 332.9 1 11 II Tr Tr 7 1 Tr ti I 1 11 11 III 11 I I 1 1111 1111 ,11 1 I tut-1 ca WALL #6 P'7 1 N GRADE L 352.00 TOW EL 3 -1 14.00 RECEIVED CITY OF TUKWILA APR 1 It 2005 PERMIT CENTER Drawing No.: Sheet N 1713 380 370 360 350 340 330 310 290 J N76 SW55 Rev.: XREF'S Resolved CTSLOGOD755 ilrnmLogo755 REG-BK S55_1‘176_,AU 555_A176_,CP 555R4O_CA X560cn Zg-2234h Unresolved LTSCALE 5 L.0 a bJ crw° 0.1 C 3 (I) I N Z O 1 L0 L o o 0 No. Date 380 370 360 310 1- 300 290 LO tri 1-0 , ,„ i , 1 4 0 $, ) .,,' /...- , ,,, .,, / , /, ,„ /: , , . z„--- , z, _,,....„, / / I / . , z- ,,, / „ , ,,,,, RETU WE SEE DETA I L '2/N76-AU6 ELEVATION, - Gi.JARDRA F LOCATION 0 GUARDRAIL S SLEEVES ON WALL-45,R ET ( WALL #6 RETURN OF WALL ; 5 & WALL 6 PLAN SCALE: 0+00 330 EL 330.00 IBOF 342.010 03/15/05 # J OF 1"=10 VERT 10' HORIZ FOR F METAL / ND ANC ION OF OF N AND , L ii Dsn. Chk. App. Revisions j '7" 1 1 1 - r 1 --- RETURN WALE COLUMN E7 WALL #5 7'-0"" "i! 12 1/2"± 10 1 -- 2 11 #6 ALL #6 f . 1 1 0 RETURN OF WALL 5 ELEVAT I ON SCALE: 1 HORIZ L o!, BOF 3321.00 0+50 380 1 370 1 TOW 1339.00 -1 340 310 300 350 320 380 370 360 350 340 330 320 310 290 LO to 0+00 ISSUED FOR CONSTRUCTION EQUAL EXP UT •., Designed By: M. PROCHASKA Drawn By T. GALT Checked By P. PROCHASKA Approved By B. KNIGHT 40 , 0 0 4°. 0 1,0 SCALE: Iu=IOI HORIZ 10 VERT otA I 1DCP !RES 12/12/04 0.0 00 , ,` g f ? 0#. ,,../..,..,„ 7 '' 1.Js • ( ( .-..) •.--„‹". 4<_„„-- ' -,,, ,,,./ r --„, , ,,,„ d ef .... / ./. , ,,,...,. r;•' ' l' '>:::'' / / / / „, ' ' ' 0 / '''," ''''' ■6 / ....'s • L ., ,.. , ,,,s., ..., s., „ .,-,, y„ . / ..• N. / N. .. ),..1‘`e...."‹,/ / t ■ X f I ` / i i.s' I ‘ I I // ><- \ 1 1 / ;...,(.. N- C, i '.; '--- i .,,,/ ,--..,.. , , ../N4. '''< / ''' ,,,,,,' ::/- „..../ N ^,...." s, "14 1, ,„.. ....,.. , / N '..-/ . : '''''./. ." ')A..,(' ,.., ,..i-, >---„,, -,,, ;,,,, --, / -,/ , .--, , • ',,-, ... //. /4 , ._ ....:" ,.., L. , L /..1/4 .,,,' 24, . • \ .r 1,. i r .., \ ,,.....• .7-, / s ^- , ,,, r .1 ..,•-• EQUAL EXISTING GROUND / 346.15 SHEAR KEY BOF 338.00 ••••• 1=1■ ...„ ,WArL WALL #6 WALL #7 & WALL #8 SCALE: IH=10 HORIZ 0+50 Submitted: WALL #7 EXP UT EQUAL FINISH GRADE EL 340.50 "..-,..,,., .- .■ J r-,.-. ... ■■ wrm e...... •. .........x.... ..... *... .',..,... , ,. '' .. •^••• • ,•n, .• .,.% .- --''' SEE DETA11.--41-N-7-6 , _.- ... ,.,...• .. , .. ,.., - ELEV .„.„„, ATION OF METAL - GUARDRA-I-L , AND - OCAT GUAR S ..... -_,..„ , SLEEYES-ON- 8--,.... ---- -.., - SEE ETA IL 2/N76-AU67 FOR ELEVATION OF METAL GUARDRAIL AND LOCATION OF GUARDRA I L STANCHION SLEEVES ON TOP OF WALL #7 PLAN EXP UT EQUAL cNi to WALL #7 - EAST ELEVAT I ON Hatch Mott MacDonald T. PURDON Date: 03/15/05 I+00 Approved: 380 370 360 1 320 3I0 CCS Enignasrag 1412-112th Avenue N.E. Suite 102 Bellevue. Washington 98004 (425) 455-7622 380 - 370 360 350 330 300 N c•i 0+00 R. KEMPKES SEGMENTED BLOCK- , i -„, • ,.. -,,,, WALL, SEE ARCH DWGS '''...,."--. -(,...,,,..„. , \ . \ j&.. -... ' " ,. ''''''-''..'"'",, '""•,, ' ''',, " \\ \ N. ' ,I , N I , • Date: 1 EQUAL 1 1 340 6 340 ______I ; 1 330 1 54.00 ED c\I to ass SOUNDTRANSIT Date: 03/15/05 Scale: AS SHOWN Filename: S55_,N76_SW56.dwg Contract No.: C 755 08 I / / / I 57.60 WA -L,19, i OW 357.35 i i / /, I r / WALL 0 & WALL # 1 0 -- SCALE: 1 HORIZ OT 357.10 TOW 357.35 I N I SH GRADE L 348.00 N) 0+50 BOT 35702 TOW /357.15 BOT 1357 62 / 7 REMWED CODE OMPUANCE1 MWED 1 :1 005 City Of - Tukwila BUILI)1%G OIVISION - - WALL #8 - EAST ELEVAT I ON SCALE: I I 0 HORIZ 1 I 0 VERT CORRECTION ) j 4 - 4 1 ; 1 1 , 1 ! i SEE DETA I L 6/Nc76-AU7 AND AU0 FOR ELEVAT I ON 1 0F METAL GUARDR ' IL AND 13QCATION OF GURDRAII. STANCH1 N SLEEVES ON TOP OF WALLS #9 AND #10 ',...,, \ 1 : O,W 357.42 \ 1 ! , BOTh57.09 \ , ) i .\\ WALL '410 ' ., / t / ''-../, 1 / / . % , • 1 f , , / / 7 i / %% . . / / / ' / I •L'i ' t / ' t 1 i I% / .,.„. , ,F , „ , I" 1 :/ , , / i , I • % QUAL - EXP - TOW 31.00 BOfl 342.00 -4. I SEEI WAL N7-SW 357.5 BOT/ 356.6 I. I TO 357.35 T 356.95 OW 857.3 BOT /357.0 PLAN RETAININ WALL ELEVATIONS FOR/ DRAI N NqTCH #12i 7 I L I NK L I GHT RA I L PROJECT SOUTH CORR I DOR S 154TH STREET STATION WALL #8 t WALL #7 349.37 1+00 REID MIDDLETON, INC. rj If EX I ST1ING GR0U141D EQUAL 340 RECEIVED CITY OF TUKWILA APR I 42005 PERMIT CENTER Drawing No.: N76-SW56 Sheet No.: 380 370 360 350 330 300 1714 0 Rev.: XREF'S Resolved CTSLOGOD755 Hrnrniogo755 REG-BK S55_N76__CP X560cn Zg-2234h Unresolved LTSCNE Drawing No.: N76-SW57 Sheet No.: 0 03/15/05 No. Date Den. Chk. ISSUED FOR CONSTRUCTION Revisions Drown By M. PROCHASKA T. GALT Checked By: P. PROCHASKA Approved By B. KNIGHT Submitted: T. PURDON TOW 350.06 BOT 349.73 WALL #11 370 360 FINISH 350 GRADE 349.73 BOF 344.50 340 BOF 342.P0 330 FINISH GRADE AT FACE OF WALL 320 L A 19' WALL #11 - PLAN SCALE: I I 0 HOR I Z I "= I 0 VERT • TOW FIN FINISH GRADE 340.100 6 1.0 N76-SW63 Pr) V-0" 20' 349.47 BOF 339.50 SCALE: I I 0 HOR1Z SEE DETAIL 2/N76-AU68 FOR ELEVATION OF METAL GUARDRAIL AND LOCATION OF GUARDRAIL STANCHION SLEEVES ON TOP OF WALL #I1 380 r-------- 380 I O'-3" • " • EXP JT I 5' 0" _ 370 EXISTING GROUND 360 TOW 349.47 350 EXP JT FINISH GRADE 34 I .50 340 FINISH GRADE 339.00 BOF 336,00 330 BOF 337.50 320 WALL #1 I - SOUTH ELEVAT I ON N7j6w5'1 11 37) , I/ „ tL#1 0 • • WALL #12 - PLAN SCALE: I ' I 0 HOR I Z SEE DETAIL 4/N76-AU68 FOR ELEVATION OF METAL GUARDRAIL AND LOCATION OF GUARDRAIL STANCHION SLEEVES ON TOP OF WALL #I2 FINISH GRADE 339.00 Designed By: , 1„ 370 r 360 ■44 3 340 330 tr) C 0 - CO 47 \ "\t TOW 349.47 BOT WALL #12 SCALE: "= I 0 HOR I Z 10' VERT F I SHIED GRADE AT FATE OF WALL TOW EXPIRES 12/12/45‘ • / WAX_L # 3 TOW 349.21 F N I SH GRADE FINISH GRADE 338.92 BOF 335.00 -/ BOF 335.00 330 N76-SW63 WALL #I2 - EAST ELEVAT I ON D 370 r 360 0 w TOW 349.47 350 340 320 310 0 cc; TOW Date: TOW 34.47 BOT 34.58 7 1_ 3 11 (APPRO Li 349.2 Hatch Mott MacDonald 0 TtW 349.21 BO 338.92 338.22 FOC 37.72 WAIL #12 Lc) 1-( 24' 4. 6 " FINISH GRADE EL 138.92 . _ 1 03/15/05 cats Approved: E WALL #13 1 0 \ Engtherens, Inc r i FOC BF 332.50-1 EL 437.72 1412-112th Avenue N.E. Suite 102 Bellevue, Washington gB004 (425) 455-7622 7 R KEMPKES • .4 t 1 144 1-6 F r N 0 cc EL 144'-6" WALL #13 - PLAN SCALE: 1' HOR1Z SEE DETAIL 6/N76-AU68 FOR ELEVATION OF METAL GUARDRAIL AND LOCATION OF GUARDRAIL STANCH I ON SLEEVES ON TOP OF WALL #13 BOF i -- t - - i 313 I .50 i 1 1 ; • I WALL # I 3 - SOUTH ELEVAT I ON SCALE: "= I 0 HOR I Z =101 VERT bO$ y SOUNDTRANSIT Scale: Date: Date: 03/15/05 AS SHOWN Filename: S55 N76_SW57.dwg Contract No.: 755 08/20/04 CORRECTION N N BOF 330.56 Fl I N I SH GRADE AT FACE Ot WALL L •■•••110 •••••• N. REVIEWED CODE COOPLIANCE N76-W a - X w N N N BOF 329.50 II\PR 2 207) R E T A I N I N G WALL ELEVATIONS 24'-1- 0" REID MIDDLETON, INC. LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION ".TOW 337.7 I TOW 337.71 FOC H 331.941 1 1 10 6" RECEIVED CITY OF TUKWILA APR 1 II 2005 PERMIT CENTER 370 360 350 340 7EMIE7ETE 330 320 310 XREF'S Resolved CTSLOGOD755 HrnrnLogo755 REG—EiK S55_1\176_,CA S55_1‘176,...CP S55_,R40_CA X560cn Zg-2234h • Unresolved L TSCALE 1=1 Lc) Ui c no c\I - (7 .x (xi t:r1 1.. cs) n z v) o Lo c\I o 0 No. 03/ 1 5/05 Date Dsn, A 'BACK OF SID Chk. OW336J3 p Revisions • .334:00„ - - , i f 1 ...11-,-"'''' " ._...._,. i....._,,a--,,,,, 11 _, .... , .., '.' - ---:,----_ - " - -• - _ „ . .._....---- ------- , ....------ ••,, „,-, --_-_. .-- ,-,--- ---, .„---, TOW 334.08 ISSUED FOR CONSTRUCTION B 350 F- 340 0 x BOF 328.20 320 310 290 Jj 0 P r ) 0 N) 0+00 10' LL 0 w 0 Li EL 333.16 300 • T/ 7 330 76 ,FIC 330.26 'TOW 334.08 BOT 333.16 TOW 333.21 BOT 333.16 TOW 333.16 BOT 333.16 FOC{ EL 30.26 FINISH GRADE Drawn By: N - aAcK - 7:5 10 EwALK -- J 1 214 —0" Designed By: M. PROCHASKA T. GALT Checked By P. PROCHASKA Approved By B. KNIGHT C ••••••"' ••• •••••••-•••• , .... • ••••••-• ,..-••••••• ••••••••• -••••••■•••■•••• •■••••,. ....... • .... ,,,..•••••••••■•• •-•..,•••••••••■••• ••••••••••••••-•••••.• •••• ..... •.• ••■•.44* 44/44nn,,n• •••••••••-••••••••••• .1•-••••••••••• •••• ••• .• •••• • •■••••••••••••••• ••■-•••••••••••••• •••••••• •.• •,. • n •444 ..... nnver,•••••••• ........ •••...••-•.'••1 ••■-••■ ..... .-•••••••••••• ••••■••••■• ..... ••••■ ••••••••••■••••••••• ... •■••••■•••• •• ..-.•-n•rn nv•••,• •••■•■••-• ..... • ...... •Av .•■■•■•••■,.•■ •■•■•■••■1 ...... ••• • ...... • h. ...... ..... .....••••••■•■04, •••,•••■•••••••••••• ■-•••••■ ..... n..4••••■•,..1. •••••••••••••-•••••• •,•••••••••••••••• nv• • -4, • •• • • • ...... I 24s-0"i CNI N Pr) BOF 0+50 EXPIRES 12/12/04 Submitted: 148 3' 24-0" D BOF1324.69 1 6-9W6 I N 1 SH GRADE T FACE Or WALL tC) N T. PURDON N 6 sw 59 — WALL # I 4 - PLAN SCALE: I H = I 0 HOR I Z SEE DETAIL 2/N76—AU69 FOR ELEVATION OF METAL GUARDRAIL AND LOCATION OF GUARDRAIL STANCHION SLEEVES ON TOP OF WALL #I4 RIO Hatch Mott Date: 2 4 - — • , 11•MMIM. 24' 0" SW59 I a- p. BOF 322.69 EXISTING GROUN 1+00 WALL # I 4 - SOUTH ELEVAT I ON SCALE: I"=10 HOR I Z l' VERT Cat; s Abirin••rs, Inc. 0 Approved: 24'_4 1412— 1 12th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 BOF 0 R. KEMPKES • 'Date: 1 1 1 214 21.69 ! FOC I 323.60 STRUCTURAL TRUCTURA FILL (TIT) F TOW 324.69 BOT 324.27 p. T0 334 08 X 1 EXISTING GROUND t_u N76 TOW 4.-324_69. 0 Pr) SOUNDTRANSIT p 1+50 p. IC) 03/15/05 a) co 350 340 '330 310 300 290 Scale: Date: p.- 0 o Contract No.: BOF 320.69 320 FINISH GRADE EL 324.27 AS SHOWN Filename: S55 N76_SW58.dwg C 755 08/20/04 COR= LTR# REVIEWED FOR CODE COMPLIANCE Ammougn MO 1 3 2005 City Of Tukwila BUILIDIMG DIVISION .,r , , REID 1\.1IDDLETON, INC. r'S '/ i! • • LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION RETAINING WALL ELEVATIONS H RECEIVED CM/ OF TUKWILA APR 1420g5 PERMIT CENTER Sheet No.: Rev.: 1 716 0 HEIGHT BARS "A" BARS "B" H 4 4' #4 @ 12" #4 @ 12" 4' C H ' 6' #4 @ 12" #4 @ 12" 6' C H G 8' #4 @ 12" #4 C4 12" 8' C H 4 10 #4 @ 12" #5 @ 12" 10'<H #5 @ 9" #5 © 9" 12'< H r 14' #5 @ 5" #5 @ 5" (REF'S ?esolved 'TSLOGOD755 (mmLogo755 'EG —ax !'g-- 22.34h lnresol ved 1 • .TSCALE r�l c N, w c\I a; � 0 I .. N- z � o cNi U Q ME II. .111 11111 ME 11111.111 III A . 0 No. 03/ 1 5/05 Date Dsn. SHORING LINE WORK POINT SEE SECTION 5/N76 -5W62 SCALE: 2-#4 TYP CUT FROM L 8 "x4"xl" (OR CAST WEDGE) 3/4" STIFFENERS LAGGING TYP TIE BACK DETA I L 1/2 TOW 337.71 TOP OF ACP (EL VARIES) BOF 329.50 1/4 V 0" it SECTION SCALE: I /2 "= I ' -0" 0 1 6 " 6" Revisions 10 '_ 6 " TOP OF SOIL 1N PLANTER EL 336.30 + /- #4 DOWELS @ 12" 1 /4 N ISSUED FOR CONSTRUCTION WELD I ,. 3/4 "x I /2" FLANGE WIDTH x 2' -O" TO FLANGES - OPPOSITE SIDE FROM ANCHOR N76 -SW55 <TYP SEE DETAIL 6/N76 AU68 FOR METAL GUARDRAIL AND GUARDRAIL STANCHION SLEEVE LOCATIONS ON THE TOP OF THIS WALL ONLY 8 1 6" EQ SEE DETAIL 5/N76 -AU68 FOR REVEALS 1N THE EXPOSED FACE OF THESE WALLS • BAR D I A + 1/4" L 1/2" PREMOLDED EQ TOW 337.71 #4 CO 12" � CONC STEPS EL VARIES JO 1 NT FILLER 2- #4 BOF 329.50 6 11 • r4M N76 -SW57 Designed By. M. PROCHASKA Drown By T. GALT Checked By P. PROCHASKA Approved By B. KNIGHT FIN GRADE (CONC PAVEMENT) a cv #4 @ 18" BOF it SEE DETAIL 5/N76 -AU67 FOR REVEALS LOCATED AT THE TOP OF WALLS #9 AND f10 SECTION - WALL #9 AND #10 ri"" SCALE: I /2 "= I ' -0" N76 -SW56 CONC STEPS EL VAR I ES [EXPIRES 1 2/12/06 TOW 336.13 1/2" PREMOLDED JOINT FILLER 0 -4" EQ SECT I ON SCALE: I /2 " Submitted: 2 - #4 FIN GRADE (LANDSCAPE) SEE DETAIL 3/N76-AU69 FOR REVEALS IN THE EXPOSED FACE OF THESE AND RELATED WALLS #4 © 12" TOP OF SO I L I N PLANTER 2- ##4 BOF 330.15 6" 11 0 ,� Hatch Mott �` MacDonald T. PURDON Date: 6 1l SEE DETAILS I /N76-- -AU68, 3/N76 -AU68, 5/N76 --AU68 AND I /N76 -AU69 FOR REVEALS LOCATED AT THE TOP OF WALLS #1 I , # 12, # 13 AND #14 SECT I ON - WALL #4, #1 I , #12, #13 AND #14 3 SCALE: I /2 "- I' -0" N76- SW54,SW57,SW58 #4 @ 12" cts CONC RAMP 03/15/05 Approved: 5 1_ 8 " 1/2" PREMOLDED JOINT FILLER 2-- #4 gross, Fiat. 0 6" 1412— 1 12th Avenue N.E. suite 102 Bellevue, Washington 9$OO4 (425) 455 -7622 11 2-#4 CONT ( N76-SW58 R. KEMPKES 2- #4 FIN GRADE TOW VAR 1 ES SEE DWG N76-- SW58 #4 @ 12" BOF 328.20 6" r Date: SOUNDTRANSIT .4 Tv 03/I5/05 -0 11 10" WALL #11, #12, #13 AND #14 9" WALL #4 TOW SEE WALL ELEVAT I ON • SEE WALL PLAN Scale: Date: #4 @ 12" • BARS "B" BARS • AS SHOWN Filename: S55_N76_SW59.dwg Contract No.: C 755 08/20/04 — #4 © 12" v 0 BOF SEE CORREff NTS FOR REBAR SEE SECTION I/N76 -SW60 WALL ELEVAT I ON FOR REBAR SEE SECTION I/N76 -SW60 FENCE AND RAIL REFERENCE REVIEWED FOR CODE COMPLIANCE MAY 13 2005 City Of Tukwila BUILDING' DIVISION I ! L_ _ l _f1 REID M1DDLETON, INC. LINK LIGHT RAIL PROJECT SOUTH CORR I DOR S 154TH STREET STATION RETAINING WALL DETAILS METAL GUARDRAIL AT TOP OF WALL #6, #7, #8, #9, #10, #I 1, #12, #13 AND ##14 PER ARCH DETAIL 3/N76-AU58. TH I S GUARDRAIL I S NO SHOWN ON WALL ELEVAT I ONS OR SECTIONS FOR CLARITY 6' ---0" HIGH CHAIN LINK FENCE AT TOP OF WALL #3, #4 AND CLOSURE BETWEEN WALLS #4 AND #5 PER ARCH DETAIL 3/N76 - AU54 AND DETAIL 4/N76 -AU54. THIS FENCE I S NOT SHOWN ON WALL ELEVATIONS OR SECTIONS FOR CLARITY N76 -SW60 bO'f9O etir o� oR 1 20 peRnnrf CENTER Drawing No.: N76 -SW59 Sheet No.: Rev.: 1717 'REF'S 'eso/ved TSLOGOD755 immLoga755 EG--St 'g -2234h Fnresolved • TSCALE =r tO a r) w co ©c CD C O (I) l a. w Wi I co I ir) 0 in a o No. FINISH GRADE 03/15/05 Date Dsn. (I) #4 (TOP) (2) #3 x 2'- 0" I /2 " DEEP REGLET (ONLY WALLS #I5 THRU #I9) z DETAIL SCALE: 8" CMU Ch k. 1//////////// 2-#4 CONT N) SECT I ON - C I P WALLS # 15 THRU #1 9 SCALE: I "1= I N76 --SW5 I CONC WALL App. O "1 DETAIL SCALE: 1/2 I' -4" EQ 0 M S r I ,_ 8 11 2 1 -8 11 " CMU ( gym a a a 0 I 6 Revisions ISSUED FOR CONSTRUCTION FINISH GRADE / / / / / / / / / / / / / / //, 4 1 -2 1i JOINT FILLER 3/4" CHAMFER (TYP) CONC WALL I /2" PREMOLDED APPLICABLE TO 7 ALL WALLS WITH N76-SW59 METAL GUARDRAIL N "-- / OR CHAIN LINK FENCE I /2" CHAMFER, TYP VAR 1 ES, SEE CIVIL GRADING PLANS #4 0 12" VERT REINF # C 1 2 " H O R I Z REIN F #4 0 12" TOP RE 1 NF 3-#4 CONT N 8" CMU 2" EXP JT t N76 -SW52 Designed By: M. PROCHASKA Drawn By: T. GALT Checked By: P. PROCHASKA Approved By: B. KNIGHT CMU WALL DETA I L — SCALE: 1 I /2 "= I' -0" #4 @ 32" 8" CMU #4 © 32" #5 @ 32" #4 @ 32" DETAIL — SCALE: 1 I "--0 VERT REINF EA SIDE OF JOINT EL 308.00 8 " Submitted: COMPRESSIBLE MATERIAL PIPE SLEEVE I D =SS OD + 411 DETA I L - FTC AT SS CROSSING 2 SCALE: I /2' I' -0" N76-SW53 I 1/2" OPEN JOINT 4 '_ 0 " 218 11 Hatch Mott MacDonald T. PURDON BACKER ROD EA SIDE CAULKING EA SIDE Date: s 0 11 1 1 811 PIPE #5 EA END OF CMU cCs SEE DETAILS lingineert►, Inc. 03/15/05 Approved: ( AM #5 © 12" EXIST SAN SEWER IE 306 + (VERIFY IN FIELD) 5 EXP JT DETA I L -- SCALE: I /2 "= I' -0" FOR DIMENSIONS THAT�� VARY FROM THIS DETA I L 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 NOTE: ALL CMU CELLS SHALL BE F I LLED WITH GROUT R. KEMPKES Date: a c' u SouNOTRvvSm 03/15/05 Scale: Contract No.: Date: —IN a 6" CMU AS SHOWN Filename: S55_._N76_SW6O.dwg C 755 08/20/04 -I 8" CMU Q LUMINAIRE POLE -, 8" CMU O" CMU DETA I L -� SCALE: I /2 "= I '-0" NOTE: THIS DETAIL APPLIES TO ALL CONC WALLS WHERE CALLED OUT AS EXP JT DETA I L — SCALE: REVIEWED FOR CODE COMPLIANCE A ;P :nvco MAY 132005 City Of Tukwila BUILDING DIVISION ri N76 -SW52 11 011 11 DETA I L -- 'SCALE: I /2 "= II-0" CORRECTION FOR DIM SEE PLANS 4 1_ 0 11 2 1 `8 11 JOINT FILLER RETAINING WALL DETAILS 1 II 2 CONC RETAINING WALL 3/4" CHAMFER (TYP) I /2" PREMOLDED , ! l f i ;!1 i REID IMIDDLETO °J, INC. EXP JT LINK L GHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION EXP JT —IN CO N 6 • 7 1D I I CONC WALL RECEIVED CITY OF TUKWILA APR 1 it 2005 PERMIT CENTER Drawing No.: N76 -SW52 NOTE: FOR SIZES AND SPACING OF REINF SEE RETAINING WALL ELEVAT I ONS t:XY+ Sheet No.: 1718 0 XREF'S Resolved CTSLOGOD 75.5 HmrnLogo755 REG —BK Zg-- -2234h Unresolved • L TSCALE l -1 Ifl a LU as — Cr ca C (0 .. Z Ie; 0 to LO 6 a 0 No. SECTION SCALE: I /2 03/I5/05 Date A DETA I L SCALE: 3/4 I' ---O TORW EL 322.50 A 6 FINISH GRADE EL 312.50 BOF EL 308.00 - Dsn. Chk. Pa N) 9 11 9 11 41 -015 1 WALL # I , SOUTH END SSUED FOR CONSTRUCTION Revisions • 8 " —IN a EMBED PLATE, FOR REFERENCE SEE DWG N76 -AU36 rim% a N76 -SW54 CONSTRUCTION JOINT WITH ROUGHENED SURFACE ( N76 -SW53 • 12 - #6 BARS W\ #6 DOWELS INTO FOOTING Designed By; M. PROCHASKA Drown By: T. GALT Checked By. P, PROCHASKA Approved By. B. KN IGHT C II, FENCE POST II • SECTION SCALE: 3/4 " =1'- -0" TORW EL 322.50 WALL #3 EL 31 1.50 BOF EL 308.00 a EXPIRES 12/ 1 2/04 El L Ir 0 N # TIES @ 12" 3' -0 "' . I EXP JT Submitted: D • 1 G 1 N76 -SW54 13' --10" FINISH GRADE Hatch Mott MacDonald T. PURDON Date: WALL # PANEL #1 GU WALL #2 --- EAST ELEVAT I ON SCALE: I /4 " =1'` C AS 03/15/05 Approved: E SEE DETAILS I /N76 --AU36 AND 2/N76 -AU65 FOR PLAN AND ELEVATION OF 12 HIGH SECURITY FENCE AND POST LOCATIONS ON TOP OF WALL #2 SEE DETAILS 2/N76-AU65 FOR ELEVATION OF 6 HIGH CHAIN LINK FENCE AND POST SLEEVE LOCATIONS ON TOP OF WALL #2 RETURN Easikteerfs, Inc. WALL #2 WALL #1 1 ,a Q. ST 10 0 EL 312.50 N76 -SW53 4 1 2— 1 12th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 R. KEMPKES • 10 DETAIL -- WALL #1 , SOUTH END SCALE: I /2 "= 1' -0" WALL #2 X RETURN Date: -4 2 SOUNDTRANSIT (6%) S M N76 —SW60 � N CB P.7 s OS 03/15/05 F • FENCE POST BASE PLATE FOR LAYOUT SEE DETAIL (POST NOT SHOWN FOR CLAR I TY) LINE UP W/ EXT. FACE OF WALL #2 WALL #2 RETURN (3) N76 -SW53 Scale: Contract No.: Dote: FINISH GRADE SCALE: 1 /2 " - I' - AS SHOWN 1 ilename: S55.,.,._N76_SW6 I .dwg C 755 08/20/04 TOP OF RETAINING WALL (TORW) BOTTOM OF FOOTING (BOF) G N 272449.5923 E 1380975.8443 DETAIL - WALL #2, SOUTH CORNER SCALE: I /2"= 1 ' -0" t OLH 10 I I • 31_0," RETURN OF WALL #3 �OST 0 #5 x 5 0" DOWELS TO MATCH CMU VERTICAL REINFORCING 8" CMU WALL (WALL #1 ONLY) SLOPE 3" D I A DRAIN'' Mi DLETC)N, INC. @I2' --0" MAX -__� CONSTRUCTION JOINT WITH ROUGHENED SURFACE SEE WALL PLAN CORRECTION LTR # 1 SECT I ON -WALL #1 , #2 & #3 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION RETAINING WALL DETAILS H 5 N76 —SW60 (4 N76 -SW53 __ ri , 1U): I $ I f 7 RECEIVED CITY OF TUKWILA APR 1 L, 2005 PERMIT CENTER N76 -SW52, SW53, SW54 Drawing No.: N76 —SW6 I Sheet No.: 1719 Rev.: 0 COLUMN EL "T" E5 330.00 E6 335.00 E7 340.00 E8 343.00 XREF S Reserved CTSLOGOD755 HmmL ogo755 REG—BK 4r- -2234h unresolved • L TSCALE !� r 2 • 3 • 4 • 5 • • • TOW ELEVATION CONC CAP L CONCRETE FASCIA W/ #5 @ 9'H AND #5 © 12 "V PVC WEEP PIPE C� 10 --0 " MAX FIN GRADE BOTTOM OF FASCIA (BOF) SEE WALL ELEVATION FOR STEEL PILE TIP ELEVATION SCALE: I /2 1 GROUTED ZONE 16" DIA. N TEMPROARY TIEBACK I I /4" DIA THREADED ROD (ASTM A449) CDF 2 "_ NO LOAD ZONE CONC 4000 PSI SECTION --- SCALE: I"= 10' HOR I Z 1 " 10' VERT z 2'-O' , 11 CONCRETE SHAFT 15 SOLDIER PILE (SEE WALL #5 ELEVATION) 4x DF #2 PRESSURE TREATED WOOD LAGGING 2 " SEE DETAIL I /N76 -AU66 AND 4/N76- AU56 FOR REVEALS LOCATED DIA IN THE CONCRETE FASCIA SECT I ON -- WALL #5, SOLD I ER P 1 LE WALL, TYP TOW. SEE WALL ELEVAT I ON EL "T" N76 -5W64 WALL ELEV T I ON PILE TIP, EE WALL ELEV T I ON 0 0 0 0 COLUMN E7 i0 FOR REVEAL SEE REFERENCE I /N76 -AU66 TOW SEE WALL GRAVEL BACKF I LL FOR WALLS PREFABRICATED DRAINAGE FABRIC N76 -SW55 r5 � N7s -swss U/S OF CONC ELEV, SEE DRWG N76 -S803 JI 1 (SEE NOTE I I ) 9 " 1/2" PREMOLDED JT FILLER 2'-8" 11 .r- w 1z z cQ 2 '_ 0 " CONCRETE GUTTER (PROV 1 DE I /2" EXP JT 24'-0") FOR GUARDRAIL POST, SEE REFERENCE 7/N76-SW59 #3 TIES © 24" 3/4" CHAMFERS #4 DOWELS @ 12" GUTTER 3-#4 CONT F GRADE DETAIL -- WALL #5 CAP AND GUTTER 07) SCALE: I "= I '--0" WALL #5, SOLDIER PILE WALL, SUGGESTED CONSTRUCT I ON SEQUENCE: I. INSTALL SOLDIER PILES 2. EXCAVATE /GRADE TO EL "T" M I NUS 4 FEET 3. INSTALL TIEBACKS 4. EXCAVATE /GRADE TO BOF 5. EXCAVATE FOR COLUMN FOOTING 6. CONSTRUCT FOOT 1 NG, BACKF I LL TO BOF COMPACTING ALONG THE WAY 7. RELEASE TIEBACK 8. CAST CONCRETE FASCIA 9. CAST CONCRETE CAP AND GUTTER 10. COMPLETE FINISH GRADE EA SIDE OF WALL II. CONTRACTOR I S PERMITTED TO USE OTHER METHODS TO STABILIZE SLOPE THAN OPEN EXCAVAT I ON. THESE METHODS SHALL BE SUBM I TTED TO RESIDENT ENGINEER FOR APPROVAL 0 f J 0 0 c-� 0 N SECTION a 0 w cL J F W 0 z -j -i 00 SCALE: I /2"= I '-0" SCALE: I /2 "- I ' -0" U PLAN VIEW -WALL #5, TYP SCALE: I /2 "= I ' -0" SEAL JOINT AT TOP OF CAP PREFABRICATED DRAINAGE FABRIC 3/4" CHAMFER EA CORNER G� PILE AND V • 1/2" EXP JT DETAIL - TOP OF SOLIDER PILES 3" BEAR 1 NG (TYP) IIMINNINSINNY 4x LAGG I N G 1/2" PREMOLDED JOINT FILLER GUTTER FLOW LINE N76 -SW63 Ns/ (6 N76 -SW55 WALL #5, EXPANSION JOINT (Th 3/4 "0x6" STUDS C 9" (TYP) #5 C? 9" HOR I Z BARS #5 # 12" VERT BARS (2) #5 VERT © STUDS N76-SW55 PILE PREFABRICATED DRAINAGE FABRIC SCALE: NTS SEAL CUT - I N JOINT WITH DUCT TAPE (ALL - AROUND) PREFABRICATED DRAINAGE FABRIC (TYP) 4x DF #2 LAGG I NG (TYP) t • SECT I ON -- SCALE: I /2 "= I' -0 " PILE 2' -O" DIA CONC SHAFT r I • CORRECTION LTR# co PREFABRICATED DRAIN GATE NOTE: DRAIN GATE INSTALLATION SHALL NOT DISRUPT PREFABRICATED DRAINAGE FABRIC 26 FACE OF SOLDIER PILE (TYP ALL P I LES) GEOCOMPOSITE DRAIN STRIP PVC CONNECTOR 3" DIA PIPE 1.... _ i REID MIDDLETON. INC'. (C N76 -SW55 RECEIVED CITY OF TUKWILA APR 1 2005 PERMIT CENTER TYP PVC WEEP PIPE CONNECTOR DETAIL 0 No. 03/I5/05 Date Dsn. A ISSUED FOR CONSTRUCTION Revisions Designed By: M. PROCHASKA Approved By. B. KN I GHT EXPIRES 12/12/04 Rim Hch Mott MacDonald at Submitted: T. PURDON cats gIneent, Inc. 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 Date: 03/15/05 Approved: R. KEMPKES SOUNDTRANSIT Date: 03/15/05 Scale: AS SHOWN Filename: S55_N76_SW62.dwg Contract No.: C 755 Date: 08 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION RETAINING WALL DETAILS Drawing No.: N76 -SW62 Sheet No.: 1720 0 Rev.: 4 • XREF'S Resolved CTSL OOOO755 HmmL ogo755 REG ---5K zg -2234h Unresolved • LTSCALE f-1 5 1 2 • 3 • to a cnO Li N, _1 I.. 0 LO n oa V 0 No. Date Dsn. Chk. ISSUED FOR CONSTRUCTION Revisions Designed By M. PROCHASKA Drawn By: T. GALT Checked By P. PROCHASKA mot SECTION SCALE: I /2 "= I WALL #5 SEE NOTE PILE WALL #6 32' -6" TO OF E8 11 TOW 340.50 H 1 GH TOW 339.00 LOW F 1 N GRADE 334.52 HIGH POINT BOF 332.00 #4 @ 12" 9' EQ EQ SECT I ON - WALL # SCALE: 1/2 — FIN GRADE 339.82 HIGH POINT FIN GRADE 337.28 LOW POINT #5 @ I2" 0 11 414 11 WALL #8 NOTE: PROVIDE OPEN JOINT WITH 1/2" PREMOLDED JOINT FILLER AND 3/4" CHAMFER (Th1 N76 —SW56 #5 @ 12" 0 SEE DETAILS 2/N76 —AU66 AND 3/N76 —AU66 FOR REVEALS LOCATED I N THE FACE OF WALL #6 N76- -SW56 #4 15" #4 © 12" #5 @ 12" ---- WALL #7 FIN GRADE 339.82 BOF SEE DWG N76—SW56 ( # #4 C4 12" TOW 346.15 NTS EQ 8 „ • r ✓ r Submitted: 1 -0 " 5 ,_ 6 " 2—#5 DETA I L -- STEPPED FOOT I NG 7 1_611 AREA #2 TOW SEE DWG N76 —SW56 #4 (4 12" #5 i 12" WALL # FIN GRADE 348.00 AREA # � , ■ EQ �. I - i ■ #5 © 12" r #4© 12 ""` 6 11 6 11 6 11 I _ SECT I ON -- WALL #7 & #8 SCALE: 1 /2"= I' -0" Hatch Mott MacDonald Date: T. PURDON EQ • • , EQ r r 4" DIA 03/15/05 LONGITUDNAL FOOTING REINFORCING SIZE AND NUMBER OF BARS TO MATCH LONGITUDINAL FOOTING REINFORCING (USE STD BENDS) 2 2—#4 5 1_ 6 1! N76 —SW52, SW54, SW57, SW58 cats SUGGESTED CONSTRUCTION SEQUENCE: I . EXCAVATE TO GRADES SHOWN 2. CONSTRUCT WALL # 3. INSTALL PERF DRAIN W /GRAVEL BACKF I LL FOR DRAINS 4. BACKF I LL AREA #1 W /GRAVEL BACKF I LL FOR WALLS 8. INSTALL PERF DRAIN W /GRAVEL BACKF I LL FOR DRAINS AND BACKF I LL BEHIND WALL #8 #5 CO 12" #4 @ 12" PROPOSED EXCAVATION LINE Efighteers hao. Approved: 5. COMPACT SUBGRADE FOR WALL #8 TO 95% CONSTRUCT WALL #8 BACKF I LL AREA #2 W /GRAVEL BACKF I LL FOR WALLS 6 6 IF 6" —6" 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 4" DIA 0 R. KEMPKES BOF SEE DWG N76 —SW56 SEE DETAILS I /N76- -AU67, 2/N76 —AU67, 3/N76 —AU67 AND 4/N76 --AU67 FOR REVEALS LOCATED 1 N THE FACE OF WALL #7 AND #8 IT SOUNDTRANSIT Date: 03/15/05 Scale: AS SHOWN Filename: S55......N76,,.,._SW63.dwg • Contract No.: C 755 Date: 08/20/04 FIN GRADE • CORRECTION TR# 2 '_ 8 " 6' u SECT I ON -- WALL #5 RETURN LEG s h !1 SCALE: I /2 . 1/2" EXP JOINT 1/2" EXP JOINT RETAINING WALL DETAILS TOW EL 354.00 FIN GRADE RETAINING WALL FOOTING PANEL I BOF 338.00 PANEL 2 BOF 342.00 N) SECT I ON - WALL #5 STEPS, TYP re SCALE: I /2 "= I'--0" N76 —SW62 bo 'o TOW, SEE WALL #5 ELEVATION DETA i L -WALL #5 STEPS, TYP LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S 154TH STREET STATION REID MIDDL.ETON, INC. GRAVEL BACKF I LL �� ECEIV w�� FOR WALLS APR 14 2005 PERMIT CENTER 7 SCALE; I /2 "= 0" N76 —SW55 Drawing No.: N76 —SW63 Sheet No.: 1721 0 Rev.: • G 0 H XREF'S Resolved CTSLOCOO755 HmmLogo755 REG—BK S55_157 SP S55 N76_CA S55 N76 CP Zg -2234h Unresolved L TSCALE ! =I 2 • 3 • 4 • C cno �N c 0 M I .. � co z 1 1 F No. 03/ 1 5/05 Date Dsn. Ch k, A pp . Revisions • B BOF 327.50 SSUED FOR CONSTRUCTION 25 - -__ WALL CLOSURE BETWEEN WALL #4 AND #5 - PLAN SCALE: I "= I 0' 360 - � ...........__. WALL #5�1 350 TOW 337.50 340 TOW 331.42 330 FIN GRADE EL. 330.64 320 310 PR I 8+00 x w Nye F- - 3 17'-0" 12' -8" w WALL BREAK (� CL COL E4 I— BOF 326.00 • Q EMERGENCY/ MAINTENANCE ACCESS SEE DWG. N76- 25'-4"(APPROX) EXISTING GROUND 1 WALL I0' --O N N F) Designed By: M. PROCHASKA Drown By: T. GALT Checked By. P. PROCHASKA Approved By. B. KNIGHT C #4 ......- ,........... _. .... 350 COI . WALL #4 350 340 330 . 320 310 • • FOR EACH GATEPOST TOW & F I N GRADE 330.30 TOW & F I N GRADE 330.30 EXPIRES 2/i 2/06 , Submitted: SEE DETAIL 3 /N76 —AU65 FOR ELEVATION OF CHAIN LINK FENCE AND LOCATION OF FENCE POST AND (I) GATE POST SLEEVES ON TOP OF WALL CLOSURE WALL CLOSURE BETWEEN WALL #4 AND #5 -- SOUTH ELEVAT I ON SCALE: I "= 10' HOR I Z 1 10 VERT D Hatch Mott MacDonald T. PURDON Date: • E CAS iffniezzeera, Ina. 1412 -1 12th Avenue N.E. Suite i 02 E3e11evue, Washington 98004 (425) 455 -7622 Approved: • SOUNDTRANSIT Date: FIN GRADE 3 — #4 CONT #4 © 12" SECTION SCALE: I /2 "= I '--0" NOTE: THIS SECTION DETAIL ONLY APPLIES TO THE CLOSURE SECTION BETWEEN WALLS #4 & #5 Scale: Date: 0) —IN FENCE POST J C.3 T) DETA I L SCALE: 3/4 "= I'--0" EQ 2 ' -9 " GATE POST (COORD I NATE LOCAT OF POST W/ GATE MANUFACTURER) AS SHOWN Filename: 555..N75_ SW64.dwg Contract No.: 9 " C 755 TOW, SEE WALL ELEVATION FIN GRADE EQ • -0" #4 CI 24" BOF, SEE WALL ELEVATION I '-2" CORRECTION LTR #___ GATE POST —IN N GATE POST (COORD I NATE LOCATION OF POST w/ GATE MANUFACTURER) (I) • t L I NK LIGHT RA I L PROJECT SOUTH CORRIDOR S 154TH STREET STATION RETAINING WALL DETAILS H RED 6I Di__i UOt..i, INC. RECEIVED ituk CIN OP APR 1 4 2005 PERMIT CENTER XREF'S Resolved X560sf HmmLogo755 I FS- STMP REG -PAB RWEL.OGO S55_L57_SP S55_N76_AU 555_N76_AZ S55_N76_CS S55_N76_.CM S55_.N76_CP S55_N76_L R_ 0 S55_N76_UC S55_R40_CA X560rx X560ut Zg- 2234h Unresolved S55__1_ 57_ CP2 I S55_N76_AG S55_N76_LP00 X560vg s55_ sr5 I 8romp x560bg L TSCALE l =l Ln LC) a } LU CP N 0 U ZI Ln Ln � Ln 00 i U O 7• ti, V6 A grin..... __.... S,O1 DOWNSPOUT #02-1 CB #D2- SSMH #02 .� ,, r/ - • ;� f_ V `. § I M :.i V AA rd;7_ p 00044 CB #02 =` # • B • C D • r .,, 7» A r f � t)'.4 14� SEE N 76 - UX Ofi _._- - -,... FOR PROFILES SSMH :02-94 CB #02 .,6 V '311A - 1 ). '. NE .3rC3.. 5 ia 4 i i L 0 3:8. 7 .80 7 ,. i 8 26 MATCH L I NE: SEE DWG N76—UCO4 0 DOWNSPOUT #02 -4 ISSUED FOR CONSTRUCTION Revisions Designed By: P. BUCHANAN Drawn By: Checked By. G. TAUSCHECK Approved By. J. KURRUS Submitted: Hatch Mott MacDonald T. PURDON Contract No.: Drawing No,: Sheet N N 76 - UCO2 ROSEWATER INEER ING Approved: E R. KEMPKES • SOUNDTRANSIT THE CLOUDED ITEMS OF WORK ARE MODIFICATIONS OR ADDITIONS TO THE ORIGINAL DESIGN PREPARED BY THE ENGINEER OF RECORD WHOSE SEAL APPEARS IN THE TITLE BLOCK BELOW. THE MODIFICATIONS OR ADDITIONS WERE PREPARED UNDER THE DIRECT SUPERVISION OF THE WASHINGTON STATE LICENSED ENGINEER WHOSE SEAL APPEARS ABOVE T H I S NOTE. Scale: Filename: 20 10 =20' S55_N76_UCO2.dwg • UTILITY AND DRAINAGE RELOCATION NOTES: COORD I NATE REMOVAL OF SCL BUR I ED ELECTR I CAL SERVICE LINE BY OTHERS. 44 CONSTRUCT FIRE HYDRANT ASSEMBLY PER WD 125 STANDARDS AND STANDARD DETAIL NO. 3. 620 ABANDON EXISTING VAL VUE SANITARY SEWER PER DISTRICT STANDARDS. NOTES: REMOVE EX 1 S I TNG 12" STORM DRAIN, CONNECT TO EXISITNG VAL VUE 8" SANITARY SEWER. NOTES 1 THROUGH 6 ARE NOT USED 7. STRUCTURE TO RECEIVE UNDER DRAIN CONNECTION FROM SEGMENTAL WALLS. SEE DRAWINGS N76 —AU54 FOR UNDERDRAIN DETAILS. 8. STRUCTURE TO RECEIVE UNDERDRAIN CONNECTION FROM CAST— I N —PLACE WALL. SEE DRAWINGS N76 - SW5 I THROUGH N76 —SW64 FOR UNDERDRAIN DETAILS. REV COMP NCE CODE MA`s 1 ' 2OQ City Of �ukWi� BUILDI S DIVISION 0 G CORRECTION 20 SCALE IN FEET 40 m LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S. I54TH ST STATION COMPOSITE UT 1 L I TY AND DRA 1 NAGE PLAN SHEET 2 OF 5 H RECEIVED CITY OF TUK■ILA APR 1 4 2005 PERMIT CENTER KEY PLAN XREF'S Resolved X560sf fimmLogo755 REG—PAR RWEL OGO S55_L57_SP S55_fil76_AU S55_Al76_AZ S55__N 76_CG S55_N76_CAP 555_N76,_CP S55_N76_LR_O 76_UC S55_R4O_CA X.560rx X560u t Zg —2.254h Unresolved 555_L 57_CP_ I S55_N76_,42 555_N76_LPOO X560vg s55_sr5 I & x560bg LTSCALE I — I 0 rr) uJ 0 N 0 h Z I ( LC) CA Li) in 3 N 6 Designed By: P. BUCHANAN Drawn By: Checked By. G. TAUSCHECK EXP IRES 04/05/06 Submitted: Hatch Mott MacDonald T. PURDON Approved: R. KEMPKES SOUNDTRANSIT Filename: S55_N76_UCO3.dwg Contract No.: Drawing No.: N76-UCO3 Sheet No.; 2. NOT USED. 4. NOT USED 5. NOT USED A Revisions • 6" FvERGE\CY ACOLSS BY OT ERS ISSUED FOR CONSTRUCTION B CB ; 03-40 NOTES:. I. WD 125 REQUIREMENTS PERTAINING TO WORKING I N THE C I T Y OF SEATAC, NOTES 22 THROUGH 25. SEE DRAWING L57-UZ04. 3. SAN I TARY SEWER, H I OH PRESSURE WATER, AND DOMEST I C WATER SERVICE LINES SHALL BE PROVIDE TO WITHIN 5 FEET OF BUILD I NG. SEE MECHANICAL DRAWINGS FOR PIPING CLOSER THAN 5 FEET. 0 6. NOT USED \ CO n. C 03 30 • ••••••• \ DOWNSPOUT #03-30 \ V \ \ \ , CO #03 27 \ \ • S 5 - 9 , ••• ...... •1 `. D DOWNSPOUT MATCH L I NE: SEE DWG N76-UCO5 7. STRUCTURE TO RECEIVE UNDER DRAIN CONNECTION FROM SEGMENTAL WALLS. SEE DRAWINGS N76-AU54 FOR UNDERDRAIN DETAILS. 8. STRUCTURE TO RECEIVE UNDERDRAIN CONNECTION FROM CAST- I N-PLACE WALL. SEE DRAW I NGS N76-SW5 I THROUGH N76-SW64 FOR UNDERDRAIN DETAILS. 03-27 STATE R UTE 5 8 ..... ..... ..... ..... ....... ..... SEE NOTE 7 4 ') ,./•; \s. E CONNECT TO E X I S T I N G WD FLEXIBLE COUPL I NG. ROSEWATER TRENCH DRAI,I)1 #03-26, ..... \ \ k • ENG INEER ING 6 UTILITY AND DRAINAGE RELOCATION NOTES: ABANDON EXISTING WD 125 WATER LINE AND APPURTENANCES PER DISTRICT STANDARDS. CONSTRUCT FIRE HYDRANT ASSEMBLY PER WD 125 STANDARDS AND STANDARD DETAIL NO. 3. REMOVE EX I I TNG 12' STORM DRAIN. • 125 10" WATERMA IN WITH CAP, BLOCK AND ABANDON E X I S T I N G WATERMA I N 1 N ACCORDANCE W I T H WD 125 STANDARDS. CONSTRUCT DOUBLE DETECTOR CHECK ASSEMBLY I N MECHANICAL ROOM. (7 I r ( 1, s;• ..• Scale: '.20' If • • !!/ ./;$EE , 7-UX01 11, (/FOR P,R OF I LE / LF12o •7 ABANDON EXISTING VAL VUE SANITARY SEWER PER DISTRICT STANDARDS. COORDINATE OVERHEAD UTILITY RELOCATION BY OTHERS IF WORK HAS NOT BEEN COMPLETED PRIOR TO CONSTRUCTION. BEVIEWED FOR OR ADP ,6 MAY. 1 3 2005 , CityOrrukitiM BUILPANG DIVISION CORRECTION DRAWINGS TO BE REVISED PENDING DETENTION FACILITY SELECTION. FOR FINAL GRADING REFER TO N76-CGOI THROUGH N76-CG04. 20 10 crri OF PERM CENThF =Tr N76-UCO4 c=, LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN SHEET 3 OF 5 20 SCALE IN FEET KEY PLAN 40 76 -UCO3 N76-UCO5 431.11...MMIUMIIMMODENEMPPIIMPPRIWIII: XREF'S Resolved X560sf HmmLogo755 IFB–STMP REG–PAB RWELOGO S55_L57_SP S55.2176_,AU S55_N76_AZ S55_N76_4 S55_N76_CM S55P76_CP S5.5_IV76_LR_O S55N76_UC S55R40_CA X560rx X560ut 4-2234h Unresolved S55._N76_AG S55_N76_LP00 X560vg 855_sr518romp x560bg L TSCALE I= CD LU 0 -0 c 4 0 0, I . . r I pcj In In 0 v) L() o e0 0 0 0 N 0 (9 -- „IA 7/ . Heamimboogegoommieumioimo 77111=11= • 11111LOP a (71.X 7 7 'OM CUE. CB #04-91 11. .. ,,,, • .•” 1. • • ROSEWATER ENG INEER INC L I N K LIGHT RA L PROJECT SOUTH CORRIDOR S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN SHEET 4 OF 5 tAff / • ( r , • • - 7 77..r.W.n / o '0,6c / 7 7 1: „ • —.• ,-•••• •• 1; I 1, 1,3, • s ',7 ' .;;;" ••••• C „ < < — "";14... <1•4 Om& Immammmulmmmmmmmmmwmagmmommmmmmmumommmmmmmmikummiviamigtmmommommmmmwmmumimmmmmmmmwmmeammommmomm CB #04-58 L. x -M1 DRAINAGE SYSTEM NOTES: PROPOSED WATER QUALITY VAULT PROPOSED DETENTION VAULT TOP OF LID ELEVAT = 3 11.38 • ;4v a V cl , 117 .3 A V 1 C QNZ Orvon • -m-J 4 _ 7 "I VM ef'd ...... • 1 -•—• .... . • / L .. ct. P7.12.4112... It • F I R E HYDRANT 1 S LOCATED ON D755 PLANS. F I R E HYDRANT W I L L BE INSTALLED I N D759 CONTRACT 77. „•:.fr.: crIV ... .... . .• ...... .. 'ONO ?•••• 1 . . • •.• . . 1 7 1•e' 71b./ .1 -., (53 RELOCATE WSDOT 18" STORM DRAIN. ABANDON EX 1 ST I NG VAL VUE SAN I TARY SEWER PER D I S T R I C T STANDARDS. UTILITY AND DRAINAGE RELOCATION NOTES: CONSTRUCT F I R E HYDRANT ASSEMBLY PER WD 125 STANDARDS AND STANDARD DETAIL NO. 3. • 7 MATCH L I NE: SEE DWG N76-UCO2 FLOW CONTROL • • • . . .. MH #04-57 SOUTHCENTER BLV NOTES: NOTES I THROUGH 6 ARE NOT USED . z ... , 9 / N 7. STRUCTURE TO RECEIVE UNDER DRAIN CONNECTION FROM SEGMENTAL WALLS. SEE DRAWINGS N76—AU54 FOR UNDERDRAIN DETAILS. 8. STRUCTURE TO RECEIVE UNDERDRAIN CONNECTION FROM CAST-1N—PLACE WALL. SEE DRAWINGS N76-5W51 THROUGH N76—SW'64 FOR UNDERDRAIN DETAILS. 0;•3 ............. ;•1: ••• --114 . ... .. ..... • • .• I • • (.111 t# ....... . . ..... ..... ...... — ...... • • — — — — 0 Li Li z I 0 CORREC LTR# I 0 Lao REVIEWED FOR CODE COMPLIANCE MAY 1 3 2005 City Of Tukvvia BIJILDING DIVISION THE CLOUDED ITEMS OF WORK ARE MODIFICATIONS OR ADDITIONS TO THE ORIGINAL DESIGN PREPARED BY THE ENGINEER OF RECORD WHOSE SEAL APPEARS IN THE TITLE BLOCK BELOW. THE MODIFICATIONS OR ADDITIONS WERE PREPARED UNDER THE DIRECT SUPERVISION OF THE WASHINGTON STATE LICENSED ENGINEER WHOSE SEAL APPEARS ABOVE THIS NOTE. 20 10 0 20 40 SCALE I N FEET 01 4 1 5g 6 L A MR t 4 206 pew GetsviES KEY PLAN XREF'S Resolved Unresolved X560sf HmrrLogo755 1 FB- STMP REG-PAB RWELOGO S55_L57_SP S55_N76_AU S55_N76_AZ S55_N76_C, S55_N76_CM S55_N76_CP S55_N76_LR_0 S55_N76_LIC S55_R4O_CA X560rx X560ut Zg- 2234h 2 LTSCALE I= I 5 / //1 W — 11 7 / 41 "EE N76 -UX04„ / /FOR PROFILE .31 / 'Off SMIMMBe opmgm IMMIllyameme , Checked By G. TAUSCHECK Approved By J. KURRUS ' 1 C 4- )N018Vd z LU uJ iJ z L ) p1 NOTES: A A 1 aroma , ' • . ! • • •• \ CB #05-34 CB )/05-36 \ sumo+ - 0111 • . : • •••" / • NOTES I THROUGH 6 ARE NOT USED. App. Revisions • • — 41 • -1- 1 41 ( "RV) 40 9 --• ......... ..... / -`• - JS OUTHENTER BLVD .... r 1: " 7. STRUCTURE TO RECEIVE UNDER DRAIN CONNECTION FROM SEGMENTAL WALLS. SEE DRAW I NGS N76- AU54 FOR UNDERDRAIN DETAILS. 8. STRUCTURE TO RECEIVE UNDERDRAIN CONNECTION FROM CAST-1N-PLACE WALL. SEE DRAWINGS N76-SW5 I THROUGH N76-SW64 FOR UNDERDRAIN DETA 0 03/15/05 No. Date Dsn. Chk. 9. 8" PIV (POST INDICATOR VALVE), SEE CONTRACT \. _ SPECIFICATION 02510. ISSUED FOR CONSTRUCTION Drawn By: MATCH L I NE: SEE DWG N76 UCO3 ; • . ' '''''''', ..,-, •>„ „; r: ,•,. --. , , ,... : - F i r . I \ (--•, ? P„11 ,4•J.,: •• ."1- • . . i ..: i • . -',.r.1 ., ,, ,,,,, ,,,, 1 I _SE 6 U X 0 1 UT 1 L 1 TY AND DRA 1 NAGE RELOCAT 1 ON NOTES: ABANDON EXISTING WD 125 WATER LINE AND APPURTENANCES PER DISTRICT STANDARDS, F I R E HYDRANT 15 LOCATED ON D755 PLANS. F I R E HYDRANT W I L L BE I NSTALLED IN D759 CONTRACT ( 4 7 ) CONNECT TO E X I S T I N G WD 125 1 0 WATERMA 1 N Designed By: P, BUCHANAN CONNECT TO EXISTING WD 125 10" WATERMAIN WITH CUT IN TEE PER WD 125 STANDARD DETAIL NO. 10. Hatch Mott MacDonald 1 .90' / If / 1 / 11 / / ...•-•?-,;? ' i ',(.., -,-• ./v1 ..1,1 i I / 5 f . 1......... t.,-- 1 1 - ; • , s..b ; • 9 1 .. l / .c. •' 1V ;..".? ; i ; i I 5" V,...,.••■• •••'' . ?Ai i .4'; .. ' i . i 5 </) ; ? / Ce, -,\ ; ' 2., / •,', ,.....: • \\ ,-..') ‘./ ..... ., ; 7: ..-. ..? ( ...,...5 • ,./' • . ■ .1 -- "I' .. ' ' , __. ' '''' ' • - ^ - ,,,,, -.- - I i -,.. ...,,..- - - - ... :„.,....,.1,:,,,,,r+ 0 / ...:.- ,,,•■•• ..■ ■•••• -.■••■•■■•,. A ..••• ...._. , (b.......,/„.....v. ...................................................... ... , -,.- , ,,,-, , , , ...„.7.............................-•,.•-•-- •" ....... - • ••• ..... • : • a ... ••••■••, ABANDON EXISTING VAL VUE SANITARY SEWER PER DISTRICT STANDARDS. REMOVE EXISTING VAL VUE SANITARY SEWER PER DISTRICT STANDARDS. I • /' ' CC 1 / ••/ COORDINATE OVERHEAD UTILITY RELOCATION BY OTHERS IF WORK HAS NOT BEEN COMPLETED PRIOR TO CONSTRUCTION. ROSEWATER ENGINEER iNfa .1•J . 1`1 11 1 1 i / 1 ••I 1 i 1 ii / / I 1 / 11 ci f i ' I ...' ;' '4"fy 1 ' - '1 ,.. R.: 4! ,, / .. ti,',•,A. ,' ' ii•A •7E • 1 4 , _ I .!,., 6 . I., ' I .; ! ,,,, •"'" ' • :/ , pi _.!. ' i ' ' f , • . -4' /, ..<7 ../.,. ., .. ::::-,' IS 1Q , : 1 r i P 1 /1 II i i I .. . / I / ......... i; ; I ; 1 1 , r .// • .: t„ I ; f • , • 11 1 I I :.---1, II ft.. 1 • e ..,•:. . l \ ,, I / ',.. N SOUNDTRANS1T Scale: 1 // / ..... ...... / / , r !.., ••. / ,, \ \ •, SE,E , UXO I / FORiROFILE/ T:1 , \ r;:;5 •••••• • .1.4.4 .4.4., • • • CORRECTION '• • \ DOLPiio THE CLOUDED ITEMS OF WORK ARE MODIFICATIONS OR ADDITIONS TO THE ORIGINAL DESIGN PREPARED BY THE ENGINEER OF RECORD WHOSE SEAL APPEARS IN THE TITLE BLOCK BELOW. THE MODIFICATIONS OR ADDITIONS WERE PREPARED UNDER THE DIRECT SUPERVISION OF THE WASHINGTON STATE LICENSED ENGINEER WHOSE SEAL APPEARS ABOVE THIS NOTE. EXPIRES 01 /07/0 ee 20 10 0 L I N K LIGHT RAIL PROJECT SOUTH CORRIDOR S. 154TH ST STATION COMPOSITE UTILITY AND DRAINAGE PLAN SHEET 5 OF 5 20 40 mmiliummommlimmiut;T:mviwx PRCENV SCALE IN FEET cr,t 0: 'MO tol 14 NO psm ar canv KEY PLAN Drawing No.: N76-UCO5 Sheet No.: 1744 0 Rev.: XREF'S Resolved HA.2234H REG —DMH S55_N76..,AU_2 S55_N76_CP Unresolved L TSCALE I =1 rn c) 0 w 0 o :E ¢ C13 (s I .. N CO z-.. cf) co o o� - A 0 No. 0 IMMIeMEI aal cso O r'7 rr) 0 +00 SEE REVEAL BELOW WALL CAP ENLARGEMENT AT RIGHT ELEVATION AT BOTTOM OF REVEAL, SEE DETAIL 4/N76 -AU66 SEE TYPICAL REVEAL ENLARGEMENT AT RIGHT CONCRETE FASCIA, SEE DETAIL I /N76 — SW62 02/02/06 03/15/05 Date MP DS By _Chk. 31 STANCHIONS C: 5 EQ 6' -Y2 " */ = 30'- -3 " */- P I CKETS SPAC I NGS: P 16 EQ 17 EQ 17 EQ 17 EQ 16 EQ is � ` ' �IIIII91111111�III! tllllllllllllllllllllllllllllll11111111119111111 . 111111111111111111 � 1 � 111 � 111 ! dIIIIIIPIII�I�1111111�1111Nillllllllllll � Il llil 1111111 ar or KS App. N P) S - ANCH I ONS 3 EQ C� 6' -3$ " +/ = I8'- II " +/ - 20' -0" CO #010/ CNRFP #017 Revisions I CKETS SPAC I NGS: 16 EQ 17 EQ 17 EQ 1 2EQ 1 2EQ 4 ISSUED FOR CONSTRUCTION 10' -0 111s- - w_ N tri Pr) 0 +50 C OF METAL GUARDRAIL STANCHION AND SLEEVE, SEE DETAIL 3/N76 -AU58 0 '_ 4 " CONC CAP SEE DETAIL /N76 -SW62 BOTTOM OF REVEAL BOTTOM OF REVEAL SCALE: 3" = I ' -0" STANCHIONS : 2 EQ 4' -5 " + /-= 8'- 103/4'/ STANCHIONS E: 5 EQ clIl (--- 5'- 9Y2 " +/- = 28'- II " +/- P I CKETS CL SPAC I NGS: 15 EQI6 EQI6 EQI6 EQI5 EQ 4 0 METAL GUARDRA I L, N76 -AU5 ITYP SEE DETAIL 3/N76 -AU58 CONC CAP, TYP, SEE DETAIL 2/N76-SW62 REVEAL, TYP (NOTE: ALL ELEVATIONS ARE GIVEN AT BOTTOM OF REVEAL, SEE DETA I L I /N76 -AU66) N76 -AU5 I CONC CAP, SEE DETAIL 2/N76 -SW62 3/ n 4 SIM N 30' -0" FACE OF CONC FASCIA REVEAL BELOW WALL CAP SCALE: 3" = I' -0" WALL #5, SEE DETAIL /N76 —SW62 FACE OF CONC FASCIA REFERENCE DETAIL 1/N76 -SW62 TYPICAL REVEAL WALL #5 SECTION SCALE: Y2 = 1' - 0" Designed By RFI _ 0 I92 J. CHOU Drawn By M. PORTEOUS Checked By D. SN I DER Approved By. K. SN 1 DER N76- AU66 1575 STATE 1 +00 ,REGISTERED `ARCHITECT I I O 32' -0" STANCHIONS Q.: 5 EQ C� 6 = 30 I I " +/- PICKETS SPACINGS: 16 EQ 17 EQ 17 EQ 17 EQ 16 EQ N76 -AU66 BOTTOM OF WALL Lt) ro 0 TYP NOTE: COORDINATE STANCHION SLEEVE SIZE AND LOCATIONS WITH METAL GUARDRAIL SHOP DRAWINGS 4 EL 352.33 EL 349.33 - — REVEALS AT NORTH AND WEST ELEVATIONS OF WALL #5 RETURN METAL GUARDRAIL, SEE DETAIL 3/N76 -AU58 REVEAL, TYP (NOTE: EL I S GIVEN AT BOTTOM OF REVEAL) NOTE: SEE DETAIL 3/N76 -AU66 FOR TYP REVEAL N u t SCALE: I " = 10 HEWITT ARCHITECTS Submitted: STANCHIONS T: 5 EQ C� 6 = 30'- I I "V- D. HEWITT 32' -0" P I ,KETS Q SPAC I NGS: 16 EQ 17 EQ 17 EQ 17 EQ 16 EQ CAP, TYP- Date: 0 I +50 WALL #5 RETURN L TANCHIONS 2 EQ �I. Ems N76 -AU66 03/15/05 29' - 4" STANCHIONS Cj 5 EQ 5 7 " + / = 28 ' - " + P I CKETS CL SPAC I NGS: 15 EQI6 EQI6 EQI6 EQI5 EQ ANCHIONS C: 3 EQ PICKETS c SPAC I NGS: 14 Eo WALL #6 or SCALE: 1" = 10 N76 -AU5 I r r r EL 337.33 (NOTE: WRAP THIS REVEAL ACROSS NORTH ELEVATION AND 5' -4" AROUND WEST ELEVATION OF WALL #6) I- 00 rr] 10 ro 0 0) of 50 Approved: R. KEMPKES STANCHIONS Q. 5 EQ 6 24" +/- = 30 1/4 PICKETS CL SPACIN 16 EQ 17 EQ 17 EQ 17 I Date: 32' -0 3/8" NOTE: COORDINATE STANCHION SLEEVE SIZE AND LOCATIONS WITH METAL GUARDRAIL SHOP DRAW I NGS REFERENCE DETAIL 4/N76 -SW56 METAL GUARDRAIL AND REVEALS AT WALL #5 RETURN AND WALL #6 (EAST ELEVATION) u N76-AU66 SOUNDTRANSIT 03/15/05 EDGE OF I EDGE OF END OF I END OF I � I LD I NG WALL � PLATFORM BUILDING WALL-1 WALL # WALL 5' -4 3/8' WALL BEHIND (ARCHITECTURAL CONSTRUCTION p CO rr) STANCHIONS 2 EQ 6'__2y2 " +/- = 12' -4 3/4" Plan review approval Is subject to errors and ornissl. Approval cf cen. :ctian docum -: does not authorize the violation cf ti. °y acceprced ;, or ordinance. Receipt of approved r z.;:i C.Ty c ::z nd;tions Is acknowledged: By Date: City of Tukwila BUILDING DIVISION Scale: Filename: S55_N76_AU66.dwg Contract No.: Date: AS SHOWN C 755 08/20/04 or ELi EL 349.33 EL 346.33 EL 343.33 EL 340.33 EL 337.33 EL 334.33 No changes shall! lbe macs tot e. ccr"� Cd CAW' . 'a IlithCUt �!a'E'cr c X 5'2:",. Cd Y 6 L:L - 1t92Z C 5E3c:! :D Z•7.1.7::: n 'a rare ° -a a r;o'.°r G:::1 ~ ,`Wl APPROXIMATE and may include cdclibonal plan rav,cyrC.3s. FIN GR _ j PICKETS r SPACINGS: 16 EQ 16 EQ 0 O I() 2 +50 15 EQI6 u 1 V E8 N�� If BOTTOM OF REVEAL T 8 / " +/ 40' -0 I /2 /- ANCHIONS �: 7 E� C� ANCHIONS C: 7 EQ C� PICKETS Q SPAC INGS: EQI6 EQI6 EQI6 EQI6 EQI5 EQ FACE OF CONC WALL SCALE: 0 10 w i i 1 2 +00 REFERENCE DWG N76 -SW55 METAL GUARDRAIL AND REVEALS AT WALL #5 (NORTH ELEVATION) C OF WALL C OF METAL GUARDRAIL STANCHION AND SLEEVE, SEE DETAIL 3/N76 -AU58 3 /4" CHAMFER, ALL S I DES APPROXIMATE FIN GR SEE TYPICAL REVEAL ENLARGEMENT BELOW 3 u TYPICAL REVEAL 3 " = REFERENCE DETAIL 4/N76 -SW63 WALL #6 SECTION LINK LIGHT RAIL PROJECT SOUTH CORR I DOR 5.154TH ST STATION ARCHITECTURAL ARCHITECTURAL RETAINING WALL ELEVATIONS N76 -AU66 CODE COMPLIANCE JAN 2 91007 City Of Tukwila BUILDING DIVISION EIECEIVED 1' - 0" CITY ®T wi A DEL; 112006 PERITCENTEF 0 3 SCALE: Y2" = 1' -0" N76--AU66 Drawing No.: N76—AU66 Sheet N 1514 Rev.: Fr A XREF'S Resolved HA_2234H REG —OMH S55_N76_AX I S55 N76_AZ Unresolved L TSCAl E I = A 02/02/06 0 03/15/05 EL. 336' ---2" 1 TOP OF CONC. TOP OF CONC STAIR FLIGHT STAIR I STAIR FLIGHT CMU WALL STRUCTURAL COLUMN CONCRETE, FOUNDATION A RFI_0182 CO #010/ CNRFP #017 ISSUED FOR CONSTRUCTION Revisions TOP OF CMU WALL EL. 347' -6" TOP OF ROOF SLAB MP -3 METAL SIDING ON BACK OF PARAPET A RF I _0182 Designed By ........... i■■ ■ ■ ■■■■■ 11��' "' .■ ■ ■ ■ ■■■■ll w . .:. d n r. d 1111111111111111•••••1 I■■■■■■■■■ I IMMENIMMEM 11111i:it 1111 I 11101 1111111111 lift= >ti ■■■■M■■■■ iiii ■ iiiii � � 11 1 : � l i11�� Iiu Il■■■■■■..■ .■1111.. ii.. i■■■■ ■■■■■ iliIIMMiiiiiiwL I i VI � . ; :rt ; Via � aai+ 2;: itt;:taif:: r;:+: :;�atitt '::4�::t:t *+ :t :r+ :fit PJ�+1i+'t'�t'1���t "f`�+tt' jt t ttt�� t . r t tt +t tttt t+ ttt+tttt t.ttttttttttttt.tttttttttt.ttt♦ � � +� t tt � tNIVI�+ + +� + +�+�+ +� +�A l .�+. +i +��� +mot ;1� .. + +. + + + +% Alit ilO tit0.11 +1 +atw+a+ W...% % ". �+ tA.•∎ + ∎ + t +. +�Q + +ili ♦ t t a t Mitt t t t t t t t ■t t• • Drawn By. J. PASQU I NELL I Checked By. A. ENGEL Approved By. D HEWITT D �c STATE SF WASHING - DM Submitted: WALL SECT I ON SCALE: I /2 "= I ' -0" HEWITT ARCHITECTS D. HEWITT OPPOSITE Date: BEAM BEYOND N76-AD34 FF- MEZZANINE ELEVATOR CYLINDER AND SUPPORT ELEVATOR PIT BOTTOM OF ELEVATOR PIT WELDED WIRE MESH I N METAL FRAME FIRE SEALANT AND FIRESTOPPING 4" HIGH CMU PARAPET CAP SLOPED MEMBRANE ROOFING OVER R-30 TAPERED INSUL & LEVEL CONCRETE ROOF SLAB 2 HOUR FIRE RATED CONC ROOF /CEILING ASSEMBLY METAL SIDING MP -3 OVER STUD WALL FRAMING FIRE SEALANT AND FIRESTOPPING SPRAY APPLIED FIREPROOFING ON ALL EXPOSED STEEL ROOF BEAMS AND DECKING CMU WALL GWB OVER Z -GIRTS AND R -I I RIGID INSULATION CONCRETE FOUNDATION SCHEDULED FLOOR FINISH OVER CONCRETE SLAB EL. 328' -6" TOP OF CONCRETE Approved: R. KEMPKES Date: SOUNDTRANSIT FIN GRADE RFI_0182 TOP OF CONCRETE Scale: Date: SPRINKLER ROOM GI06 EL. 358'-2 FF- MEZZANINE BEAM BEYOND METAL FRAME SCREEN WITH WOVEN WIRE MES MTL-3, SECURED TO UNDERSIDE OF CONCRET METAL GUARDRAIL OUTLINE FOR REFERENCE SOLID CMU PARAPET CA MP-3 PANELS SLOPED MEMBRANE ROOFING OVER R -30 TAPERED INSUL AND LEVEL CONCRETE ROOF SLAB 2 HOUR FIRE RATED CONCRETE ROOF /CEILING ASSEMBLY CMU WALL WALL SECTION SCALE: I /2"= I' ---0" CONCRETE FASCIA SOLDIER PILE WALL #5 PVC WEEP PIPE CONC. GUTTER SCHEDULED FLOOR FINIS OVER CONCRETE SLAB EL. 334' I 0" TOP OF CONC. REVIEWED FOR CODE COMPLIANCE JAN 2 9 2007 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR 5. 154TH ST STATION ARCHITECTURAL WALL SECTIONS PLAZA ANC I LLARY SPACES GWB OVER Z -GIRTS ANC R -II RIGID INSULATIO Drawing No.: N76 -AG4I N76 -AX44 Sheet No.: Rev.: C D E • F G ® H XREF'S Resolved CTSLOGOO755 1-IrnmLogo755 REG-61( S55_N76_AG S55_N76_CA S55_N76_CP X560cn Zg-2234h Unresolved L TSCALE 1=1 0 N 0 N) LU cro Q) c 2 r) I .. (.0 N z re) tr3 Lo 0 • 0 co . . N76—AU66 FOR ELEVATION OF \ IL AND C.DCAT I ONS pF GUARDR I EVES I N C,AP ON TOR OF WALL N-76 „,...$W62 ••••■•••-•-• ,,,, ...... ...... A 07/10/05 0 03/15/05 Revisions SEE\ DETA I L 4 METAL GUARD STAN'pH1ON SL CNWD #010 co al7 ISSUED FOR CONSTRUCTION Designed By. M. PROCHASKA Drawn By T. GALT ..... ...... !EXPIRES 12/12/06 Submitted: ^... ---••••• -,„n T. PURDON Date: I412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7622 Approved: R. KEMPKES SOUNDTRANSIT Date: Scale: AS SHOWN Contract No.: Date: RETAINING WALL ELEVATIONS LINK LIGHT R A I L PROJECT SOUTH CORRIDOR S 154TH STREET STATION WALL #6 Drawing N Sheet No.: 1713 N76-SW55 R 8+00 380 370 360 1 4` 350 340 330 320 31 300 290 ci 0+00 3 SPA 0 0 30'1-0" N r ro 8+50\ d FOR all.OSUREThari bETNVEEN WALL #4 AND WALL #5, EE DRAW I NG N76—SW64 IC EXP JT 31 SPA @ ot—b"=3V—o" F N GRADE EL 336.00 TOW N 1.6 to E5 0+50 ci EXP 3 SPA 0 o6 ro PR I 9+00 'N.. N. ‘. \ , P1•,,9+00 •\\, N „, N, \ \\-„, _......F____,, EXP •O N I +00 4 SPA ® 8'-0"=32 N76—SW6 1 1. I PR I 9+50 WALL #5 - PLAN SCALE: I "= I 0' HOR I I 0 VERT EXP 10 6 © • I +50 WALL #5 - NORTH ELEVAT I ON SCALE: I u = I 0 HOR 1 I 0 VERT 8' —0"= 16 W I 2)‹ . . ..... ... CL DkP JOINT SPA © 2 SPA 111111WMUMMMMUMMMMMMMWM F l'i\r EL 313.50: — TYR — R IH: IV C NTRACTOR MAY Fl CT 0 OF SLOPE STABL I ZAT I ON FOR COLIAIN FOOT IING E-XCAVAR-O-N--- 339.0 EL 308.50 I I I I I I I I 4--- I I BOF 329 W I 2x53 TOW 3.42..00 GRADE 41.00 F I N - GR EL 342.po TOW 343.90 IF I N I SHED GRADE AT FACE ('F WALL NMI= 11 II I I ISMEMBEI in11.61. ADE TO EL 34 .00 34.50 TO - 4 349.00 1 1 1 1 1 I 1 I L 352.00 TOW _352.50 1 I 1 1" 1 I f II II I I 11 I I I II I I EL 310,00 BOF 330 00 5 3/8 SPA ® 5 O 0 W I 2x96 L OF 331.0 N GRADE TOW q_ EXP J01 6'-81 PR I I 0+00 4 2+00 EXP NT CL E J0 I J 4 51 5' 0" 3 SPA ® REVISION N OEl D09-- 4/0 G ; \ EXP JT 3 SPA 0 ci N) 2+50 E JO IT 8 SPA ® BOF 332.00 332. 0 co REVIEWED FOR a CODE COMPLIPKErq , c. AN 2 9 1 1.N1 _.-.----------.--- — CP Of TuMvila BUILDING DIVISION H p " 1 N GRADE EL 3 380 370 360 350 340 330 1 11 1 1 111 li it 14.00 290 If) RECEIVED CITYOFT/IKINILA DEL; 1 1 2006 PERMITCRIER )(REF'S Resolved CTSL 0G0D755 HmmLogo755 REG —GK S55_N76_AG S55_N76_CA S55_N76_CP X560cn Zg -2234h Unresolved L TSCALE l = 1 N76 —AU66 FOR ELEVATION OF IL AND LOCATIONS`QF GUARDRAIL EVES I N GAP ON TOR OF WALL #5 N76 —SW62 .....f\1 6 --SW62 • X f COLUMN RFI_182 FA STOP R.1 8 +00 02/02/06 07 03/ 1 5/05 Date SPA 0 " ^20' -0 W I x96_ N7 « —SW59 TY TOW E11�J__ _ EL 346.00 TOW _ BOF 335'- 13'-0"; AS I A STEP EL 314.00 IiIll � — II I I 11I j iff I II 111 II H I III I 111 I I I I • IO II III I !m._...._.1 I II II II ,I II III II II I Il II 11 11 II HI k FOR CLOSURE SEAT I ON BETWEEN WALT #4 ._...,, AND WALL #5, SEE DRAW I tJG N76-- S\IV64 JCL EXP 31 I l` JT SPA EL 313 50 TOW 337.60 Revisions CNWD #010 TY - TEMP . EXCAVAT C N L 308.50 I H: I V CONTRACTOR MAY 300 OF SLOPE STABLI TAT ION FOR COLUMN FOOT I(NG CO #0I0/ CNRFP #0I7 ISSUED FOR CONSTRUCTION . �I01 F N GRADE E. 336.00 ELI 331.00 E TOW 340 __ _..M. _ �_.....ww. :r A ►.■ it rr � ..r`" -JO NT g RFI_192 TOW; 340.50 31 SPA © Designed By M. PROCHASKA Drawn By EL 339.00 T. GALT WI2x53 PR 19 +00 FIN GRADE FIN G .EL 33 4SPA 8 " TOW _342.1)01. EXPIRES 12/12/ ZeiCel I Submitted: WALL #5 -PLAN F I N GRADE EL 341.00 SCALE: I "= I 0' HOR '= 10' VERT T. PURDON PR 19 +50 4 SPA © FIN GRADE EL 342.00 I M._ TO W 343. 111 ii I II I i II I II II I '� II I I I I 1 II • I I .. r 1 I/ T 1 h Date: WALL #5 - NORTH ELEVATION SCALE: I "= 10' HOR I "= 10' VERT 1412 -112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455-7822 N76— SW62 EL 313.00 Approved: FIN GRADE 33 0" III II III BOF 330 X00 R. KEMPKES Date: PR 1 10 +00 SouNDTawsIr Scale: Date: Contract No.: AS SHOWN Filename: S55_N76_SW55,dwg RFI_I82 TA I R h . 2 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH STREET STATION RETAINING WALL ELEVATIONS WALL #6 Sheet No.: 1713 RECEIVED CITY OFTUU'KINILA DEC 1 1 2006 PERMITGEN A ER • D • E • F • G • H Drawing No.: N76 -SW55 HEIGHT BARS "A" BARS "B" H 4 4' #4 @ 12" #4 @ 12" 4' C H S 6' #4 @ 12" #4 @ 12" 6'< H . 8' #4 © 12" #4 @ 12" 8 H 4 10' #4 @ 9" #5 CO 9" 10' C H 12' #5 © 5" #5 CO 5" 12' < H 4 14' #5 @ 5" #5 @ 5" XREF'S Resolved CTSLOCOD755 HmmLogo755 REG —BK Zg-2234h Unresolved L TSCALE l =l • TYP) 1/4 No. SHORING LINE WORK POINT SEE SECTION 5/N76 -SW62 CUT FROM L 8 "x4 "xI" (OR CAST WEDGE) o ■ A 02/02/06 04/01/05 6 a 0 03/15/05 Date TYP> SCALE: 1-1/2"=1'-0" /4V 3/4" STIFFENERS LAGGING TYP TIE BACK DETA I L 10' -6" SEE DETAIL 6/N76 -AU68 FOR METAL GUARDRAIL AND GUARDRAIL STANCHION SLEEVE LOCATIONS ON THE TOP OF THIS WALL ONLY TOW 337.71 #4 @ 12" TOP OF ACP (EL VARIES) 2-#4 BOF 329.50 SECTION — SCALE: 1/2"= I ' -0" PP AB Dsn. BK PP Ch k. EQ BK PP App. EQ #4 DOWELS © 12" 0 6" CO #010/ CNRFP #017 CNRFP #00I Revisions TOP OF SAIL IN PLANTER ` EL 336.30 7- 0 1/4 N ISSUED FOR CONSTRUCTION WELD FE 3/4"x1/2" FLANGE WIDTH x 2' -O" TO FLANGES - OPPOSITE SIDE FROM ANCHOR I/4 V <TYP HOLE SIZE = BAR DIA + 1/4" o o- _I F- ( ' 1 N76-SW55 K TYP 6" SEE DETAIL 5/N76 -AU68 FOR REVEALS I N THE EXPOSED FACE OF THESE WALLS 6" TOW 337.71 #4 © 12" CONC STEPS EL VARIES 1/2" PREMOLDED JOINT FILLER 2- #4 BOF 329.50 N76 -SW57 Designed By M. PROCHASKA Drawn By T. GALT Checked By. P. PROCHASKA Approved By B. KNIGHT FIN GRADE (CONC PAVEMENT) 0 N #4 © 18" BOF STEPS EL VAR I ES TOW 336.13 1/2" PREMOLDED JOINT FILLER I' 6" EQ SECTION — SCALE: I /2"=1'-0" Submitted: II EQ 2- #4 FIN GRADE (LANDSCAPE) 2- #4 SEE DETAIL 5/N76 -AU67 FOR REVEALS LOCATED AT THE TOP OF WALLS A9 AND #I0 SECT I ON — WALL #9 AND #10 ( SCALE: I /2'1=11-0" N76 -SW56 SEE DETAIL 3/N76-AU69 FOR REVEALS IN THE EXPOSED FACE OF THESE AND RELATED WALLS 6" N #4 @ 12" TOP OF SO I L IN PLANTER 2 - #4 BOF 330.15 T. PURDON Date: 0 Hatch Mott ` MacDonald SEE DETAILS I /N76- -AU68, 3/N76 -AU68, 5/N76 -AU68 AND I /N76 -AU69 FOR REVEALS LOCATED AT THE TOP OF WALLS #1 I , # 12, # 13 AND # 14 04/01/05 'I 5 - 8 " #4 © 12" CONC RAMP CAS 1/2" PREMOLDED JOINT FILLER 2- #4 o® Approved: 0 6" 1412 -112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 2 - #4 CONT • R. KEMPKES N76 -SW58 6' Date: 2-#4 BOF 328.20 SECT l ON -m WALL #4, #1 I, #12, #13 AND #14 SCALE: 1/2"=1'-0" N76- SW54,SW57,SW58 TOW VARIES SEE DWG N76 -SW58 #4 @ 12" SOUNDTRANSIT 10" WALL #1 I, #12, #13 AND #14 9" WALL #4 TOW SEE WALL ELEVAT I ON #4 @ 12" SEE WALL PLAN BARS "B" BARS "A" - #4 @ 12" J U N DRAINAGE FABRIC LAGGING CONC. GUTTER W/ 2- #4 SEE NOTE DRAINAGE FABRIC LAGGING CONC. GUTTER W/ 2-#4 SEE NOTE li rill will Wiltfo " AAA kiriotat mmtliOW WEEP HOLE CONC. FASC I A 1/2" PREMOLDED JOINT FILLER CONC. WALL DRAIN ROCK I 1/2" MINUS NOTE: TURN GUTTER DOWN TO 6" BELOW GRADE AT EAST AND WEST END OF 8" CONC. WALL WEEP HOLE CONC. FASC I A I /2" PREMOLDED JOINT FILLER CONC. WALL ( N76 -SW55 DRAIN ROCK I 1/2" MINUS RECEIVED CITY OFTIIKINILA Die 1 12005 NOTE: TURN GUTTER DOWN TO 6" BELOW PERMIT CENTER GRADE AT EAST AND WEST END SECT I ON --- OF 8" CONC. WALL N76 -SW55 RFI_182 3 owo owks\-' REVISION NO. b0 0 4 / 01/ 0 5 Scale: AS SHOWN Filename: S55_N76_SW59.dwg Contract No.: Date: C 755 08/20/04 O BOF SEE WALL ELEVATION FOR REBAR SEE SECTION I /N76 -SW60 FOR REBAR SEE SECTION I /N76 -SW60 FENCE AND RA 1 L REFERENCE NTS LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH STREET STATION RETAINING WALL DETAILS METAL GUARDRAIL AT TOP OF WALL #6, #7, #8, #9, #10, #1 I, #12, #I3 AND #14 PER ARCH DETAIL 3/N76-AU58. TH I S GUARDRAIL I S NO SHOWN ON WALL ELEVATIONS OR SECTIONS FOR CLARITY IL 6'--O" HIGH CHAIN LINK FENCE AT TOP OF WALL #3, #4 AND CLOSURE BETWEEN WALLS #4 AND #5 PER ARCH DETAIL 3/N76 -AU54 AND DETAIL 4/N76 -AU54. T H I S FENCE I S NOT SHOWN ON WALL ELEVATIONS OR SECTIONS FOR CLARITY Drawing No.: N76 -SW59 Sheet No Rev.: 1717 A XREF'S Resolved CTSL OGOD755 HmmL ogo755 REG —BK Zg -2234h Unresolved L TSCALE / —/ 0 N- o w c O I .. cn N - z - � 10 p N U o A 0 03/15/05 No. Date cv FINISH GRADE (I) #4 (TOP) z 0 DETA I L — SCALE: I"= I ' -0" 8" CMU DETA I L — SCALE: I /2"=I'-0" 1/2" DEEP REGLET (ONLY WALLS #I5 THRU #I9) 2-#4 CONT J U CONC WALL 6" CMU Dsn. Chk. App. Revisions O 0 O 0 EQ 11 a u • • • CNWD #008 /C® 4 * 03/ ISSUED FOR CONSTRUCTION (2) #3 x 2'-O" I /2" CHAMFER, TYP FINISH GRADE %////////////////, EQ 8 " 4' -2" 2'-6" #4 © 12" VERT REINF #4 © 12" HORIZ REINF #4 0 12" TOP REINF 3 - #4 CONT SECT I ON - C I P WALLS #15 THRU #19 SCALE: 1"=1'-0" N76 -SW5 1/2" PREMOLDED JOINT FILLER ( !Y 7 3/4" CHAMFER (TYP) CONC WALL VARIES, SEE CIVIL GRADING PLANS 8" CMU 2" EXP JT APPLICABLE TO ALL WALLS WITH N76 —SW59 METAL GUARDRAIL `--' OR CHAIN LINK FENCE N J U I 9 N76 -SW52 Designed By: M. PROCHASKA Drawn By T. GALT Checked By P. PROCHASKA Approved By. B. KNIGHT #4 0 32" 8" CMU CMU WALL VERT REINF EA SIDE OF JOINT DETAIL — SCALE: I 1/2"= I ' -0" #5 0 32" #4 @ 32" DETAIL — SCALE: I "= I' -0" ID:P1RES 12/12/04 Submitted: CONCRETE CLASS 4000 FULL WIDTH OF RETAINING ALL, EA SIDE 8" • FORM EA SIDE PEA GRAVEL BEDDING DETA I L - FTG AT SS CROSSING SCALE: 1/2"=I'-0" N76 -SW53 4'-0" 2' -8" Hatch Mott MacDonald T. PURDON 1/2" OPEN JOINT BACKER ROD EA SIDE CAULKING EA SIDE Date: 8" 8 " 06/24/05 C A S I E 304.29 SEE DETAILS FOR DIMENSIONS THAT VARY FROM THIS DETAIL I - #5 EA END OF 6" CMU ease bacie 1412-112th Avenue N.E. Suite 102 Bellevue, Washington 98004 (425) 455 -7622 Approved: WALL #I FOOT I N G EL. 308.00 NATIVE S O I L (COMPACT PER VAL VUE STANDARD SPEC I F I CATIONS) 0 DETA I L — SCALE: I /2 "= I ' -0" NOTE: ALL CMU CELLS SHALL BE FILLED WITH GROUT R. KEMPKES 8" CMU 2" EXP JT SOUNDTRANSIT Date: Scale: Date: 06/24/05 AS SHOWN Filename: S55_N76_SW6O.dwg Contract No.: C 755 08/20/04 —IN REViSI t4.tNI�O; I bo'#'uo —IN (D LUM I NA I RE POLE 8" CMU 6" CMU DETA I L — SCALE: I / 2 " NOTE: THIS DETAIL APPLIES TO ALL CONC WALLS WHERE CALLED OUT AS EXP JT " C M U „ I / 8" CMU DETA I L — SCALE: I "- I ' -0" (F) N76 -SW52 DETA I L — SCALE: I /2 I ' -0" -4" 11 FOR DIM SEE PLANS 4' -O" 2' -8" 11 CONC RETAINING WALL 2 EXP JT 3/4" CHAMFER (TYP) I /2" PREMOLDED JOINT FILLER —IN N CO REVIEWED FOR CODE COMPIIAN�E JAN 2 9 pf Tukwila BUILDING DI \nsTnN 2 " EXP JT L I NK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH STREET STATION RETAINING WALL DETAILS CONC WALL I H / � 1 N76 -SW52 n CITRECEIVED FILA DEC 1 1 2006 PERM TCENTER NOTE: FOR SIZES AND SPACING OF REINF SEE RETAINING WALL ELEVATIONS Drawing No.: riTh N76 -SW6O Sheet No Rev.: 17 18 A XREF'S Resolved CTSL OGOD75.5 HmmL ogo755 REG -BK S55 L57 SP S55 N76_AU S55_N76._CA S55_N76,__,CG S55_N76_.CP S55_N76_UP X560sf X560ut Zg -2234h Unresolved L TSCALE l =1 2 • 3 • 4 0 5 No. A 0 Date WALL # "°°"4 1111-11."-r-l' -'121 Dsn. 0 0 3/15/ 05 CO #010/ CNRFP #017 ISSUED FOR CONSTRUCTION TRENCH DRAIN #03- 19 DATUM ELEV 3,20. 00 I 0 +00 NOTES: I. CONNECT WALL #8 PERFORATED DRAIN PIPE. 2, CONNECT WALL #7 PERFORATED DRAIN PIPE. 3. USE COMBINATION OF I 1 AND 22 I /2" ELBOWS. 4. CONNECT SRW PERFORATED DRAIN PIPE. 4" DIA DRAIN PROFILE SCALE: I " =ID' CbNC. WALL N0.8 352.5 c ! J ;N6i I 1+00 REVIEWED FOR CODE COMPLIANCE r" "tmargn JAN 2 9700i TRENCH DRA I N \ S DRAIN PIP 1 h ETI\ON(TY CI RECEIVED W J DEG 1 12006 PERMITCB9TEP DRAIN - PROFILE WALL #7 AND #8 DRAINAGE PLAN SCALE: 1 — Drawing No.: N76 -SW64 Chk. 25_4 "(APPROX) - - --'I TOW 337.50 340 TOW 331.42 330 I -:... FIN GRADE EL. 330.64 BOF 327.50 App. Q_ EMERGENCY MAINTENANC ACCESS SEE DWG. N7 -CAO� WALL CLOSURE BETWEEN WALL #4 AND #5 - PLAN SCALE: I "= 10' 360; 3 WALL #5 350 320 310 Revisions r 1 i 0' -0" 25'- 4 "(APPRpk) COL E4 0'_0" O 0_ x w 12'- I 7' S" w F- 5167/ EX I ST1I NG GROUND x w BOF 1 326.00 WALL #4 N c0 N FOR E °CH GATEP {)ST 360 350 340 330 320 310 TOW & FIN GRADE 330.30 TOW & FIN GRADE 330.30 SEE DETAIL 3/N76-AU65 FOR ELEVATION OF CHAIN LINK FENCE AND LOCATION OF FENCE POST AND (I) GATE POST SLEEVES ON TOP OF WALL CLOSURE WALL CLOSURE BETWEEN WALL #4 AND #5 -- SOUTH ELEVAT I ON SCALE: 1"=10' HOR I Z I "= 10' VERT Designed By M. PROCHASKA Drawn By. T. GALT Checked By P. PROCHASKA Approved By B. KNIGHT FIN GRADE EXPIRES 12/12/ le 3 - #4 CONT #4 @ 12" Submitted: CO EQ 1 ' - 0" 2 1_ 9 " EQ to FENCE POST #4 @ 24" a DETA I L SCALE: 3/4"=1'-0" Hatch Mott MacDonald T. PURDON TOW, SEE WALL ELEVATION FIN GRADE BOF, SEE WALL ELEVATION SECTION SCALE: 1 /2 "= I ' - NOTE: THIS SECTION DETAIL ONLY APPLIES TO THE CLOSURE SECTION BETWEEN WALLS #4 & #5 GATE POST (COORD I NATE LOCATION OF POST W/ GATE MANUFACTURER) cts Date: 03/I5/05 & GATE POST 1412 -112th Avenue N.E. Suite 102 Bellevue, Waahington 98004 (425) 455 -7622 Approved: RF I _ 182 R. KEMPKES A GATE POST (COORDINATE LOCATION OF POST W/ GATE MANUFACTURER) (T" REVISION N0:1 'b0+ 410 SOUNDTRANSIT Date: 03/15/05 Scale: Filename: S55_N76_SW64.dwg Contract No.: Date: AS SHOWN C755 08 LINK LIGHT RAIL PROJECT SOUTH CORRIDOR S I54TH STREET STATION RETAINING WALL DETAILS Sheet No.: 1722 A Rev.: