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APPROVED BLD2021-0871+Plans+6.29.2021_2.56.58_PM+2275246 (2)USE OF DRAWINGS SPECIAL INSPECTION TABLES STEEL (cont) r_ Q U) Lu 0 N 0 N > ry U) 2 0 N c D U O 0 0 N Q) Q- o N a) o N D LO -f 0 USE OF DRAWINGS AND COORDINATION: USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH EXISTING ARCHITECTURAL, CIVIL, MECHANICAL AND OTHER DRAWINGS FOR BIDDING AND CONSTRUCTION. COORDINATE WORK AND VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BETWEEN TRADES. NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO CONSTRUCTION. DRAWING SCALE: NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS - DO NOT SCALE DRAWINGS. DIMENSION VERIFICATION: DIMENSIONS NOTED PLUS OR MINUS (+/-) INDICATE UN -VERIFIED DIMENSIONS THAT REQUIRE CONFIRMATION OR DETERMINATION BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF CONFLICTS OR VARIATIONS FROM INDICATED DIMENSIONS. NOTE CONFLICTS: IF ANY STRUCTURAL NOTES ARE IN CONFLICT WITH EACH OTHER ARCHITECTURAL AND OTHER DRAWINGS, OR THE SPECIFICATIONS, USE THE MOST STRINGENT REQUIREMENT FOR BIDDING AND CONSTRUCTING THE WORK. EXISTING CONDITIONS: INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING ANY WORK. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. DESIGN AND CONSTRUCTION CRITERIA GOVERNING BUILDING CODE: DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS AMENDED BY THE CITY OF EDMONDS. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS REFERENCED BY THE BUILDING CODE. IN CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. PRIMARY REFERENCE STANDARDS: ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-16 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS SOUND TRANSIT DESIGN CRITERIA MANUAL REVISION 5, INCLUDING AMENDMENT 10, DATED FEBRUARY 2021 DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN: LIVE LOADS: 300 lb WIND LOADS: SOLID FREE-STANDING SIGN DESIGN WIND SPEED, Vult - 97 MPH RISK CATEGORY - II EXPOSURE CATEGORY - C TOPOGRAPHIC FACTOR, Kzt- 1.00 AISC 360, CHAPTER N REQUIRED QUALITY CONTROL, QUALITY ASSURANCE, AND NONDESTRUCTIVE TESTING FOR STRUCTURAL STEEL ELEMENTS FOR BUILDINGS AND OTHER STRUCTURES VERIFICATION AND INSPECTION COMMENTS AISC 360 REFERENCE 1. REVIEW MATERIAL TEST REPORTS AND CERTIFICATIONS LISTED IN AISC 360, SECTION N3.2. FOR COMPLIANCE WITH - SECTION N3.2 THE CONSTRUCTION DOCUMENTS. 2. INSPECT THE ERECTED STEEL TO VERIFY COMPLIANCE WITH DETAILS ON THE CONSTRUCTION DOCUMENTS: a. STIFFENERS. b. MEMBER LOCATIONS. - - c. PROPER APPLICATION OF JOINT DETAILS AT EACH CONN. 3. INSPECTION TASKS PRIOR TO WELDING - TABLE N5.4-1 4. INSPECTION TASKS DURING WELDING - TABLE N5.4-2 5. INSPECTION TASKS AFTER WELDING - TABLE N5.4-3 6. NONDESTRUCTIVE TESTING OF WELDED JOINTS - SECTION N5.5 7. INSPECTION TASKS PRIOR TO BOLTING - TABLE N5.6-1 8. INSPECTION TASKS DURING BOLTING - TABLE N5.6-2 9. INSPECTION TASKS AFTER BOLTING - TABLE N5.6-3 SUBMITTALS SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE ENGINEER PRIOR TO ANY FABRICATION OR CONSTRUCTION. DIMENSION AND QUANTITY VERIFICATION ARE THE CONTRACTOR'S RESPONSIBILITIES AND ARE NOT REVIEWED BY THE OWNER'S REPRESENTATIVE ENGINEER. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE OWNER'S REPRESENTATIVE ENGINEER. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER THE ENGINEER PROCESSES THE SHOP DRAWING SUBMITTALS, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. REQUIRED SUBMITTALS: REQUIRED SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: BIDDER -DESIGNED SUBMITTALS (SEE LIST BELOW) STRUCTURAL STEEL HIGH -STRENGTH BOLTS: HIGH -STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED AND INSPECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS. THE CRITERIA FOR SLIP -CRITICAL CONNECTIONS SHALL APPLY TO CONNECTIONS UNLESS SPECIFICALLY NOTED AS SNUG TIGHT. SLIP -CRITICAL CONNECTIONS SHALL USE LOAD INDICATOR WASHERS OR TENSION CONTROL BOLTS. BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. WELDING: WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS, WHO ARE QUALIFIED FOR THE WELD TYPE THEY PERFORM, USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZE. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. MINIMUM WELDING SHALL BE 3/16 INCH. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. SURFACE PREPARATION PRIOR TO WELDING: ALL SURFACES SHALL BE CLEANED WITH A WIRE BRUSH, GRINDER, OR SAND BLASTING ENSURE A CLEAN SURFACE FREE OF PAINT OR RUST PRIOR TO WELDING. MATERIAL FINISHES MATERIAL AND PAINT COLORS SHALL BE CONSISTENT WITH SYSTEM -WIDE IDENTITY COLORS, COMPATIBLE WITH SURROUNDING AREA. COLOR -MATCH TOUCH UP PAINT WITH EXISTING CONDITIONS. ALL VISIBLE STEEL AND ALUMINUM ASSEMBLIES SHALL RECEIVE AN ARCHITECTURAL FINISH TO MEET OR EXCEED PERFORMANCE CRITERIA OF ADJACENT EXISTING STATION ASSEMBLIES. FINISH SHALL BE ORGANIC COATING SYSTEM PER SOUND TRANSIT DCM SECTOIN 9.4.7 AND CONSIST OF A WASH PRIMER (FOR GALVANIZED AND ALUMINUM SUBSTRATES ONLY), A PRIMER, INTERMEDIATE COAT(S), AND A FINISH COAT. ALL CARBON AND ALLOY STEEL ASSEMBLIES, FIXTURES AND CONDUITS WHICH DO NOT RECEIVE AN ARCHITECTURAL FINISH, SHALL BE HOT DIP GALVANIZED. ALL STEEL AND ALUMINUM STRUCTURES WITHIN 16-FT OF THE GROUND IN PUBLIC AREAS SHALL HAVE ALL WELDS GROUND SMOOTH, EXPOSED EDGES GROUND, PIECE MARKS HIDDEN, AND ERECTION AIDES REMOVED. PROVIDE WEEP HOLES AT LOW SPOTS OF ALL TUBE OR PIPE STEEL FOR DRAINAGE OF CONDENSATION. FABRICATION OF THE CONNECTIONS BETWEEN STEEL AND OTHER MATERIALS SHALL PROVIDE FOR THE PERMITTED STEEL VARIANCE AND PROVIDE FOR THE MORE LIMITED TOLERANCE OF THE FINISH MATERIAL BY MEANS FOR SPACE AND ATTACHMENT SUCH THAT PLUMB AND TRUE FINISHES CAN BE PROVIDED. WHENEVER POSSIBLE, FINISHING OF STEEL IN THE FIELD SHALL BE MINIMIZED AND SHOP FABRICATED IN SECTIONS, PRIMED AND FINISHED IN THE SHOP, AND BOLTED TOGETHER ON SITE. MINIMIZE ON -SITE WELDING AND TOUCH UP PAINTING WHENEVER POSSIBLE. ALL FINISHING SHALL BE COMPATIBLE, WHETHER SHOP PRIMED AND PAINTED OR PRIMED IN SHOP AND FIELD PAINTED. OTHER THAN STAINLESS STEEL, ALL METALS AND ALUMINUM SHALL BE ISOLATED AND SEPARATED FROM CONCRETE AND OTHER DISSIMILAR METALS TO PREVENT CORROSION. SEISMIC LOAD: BIDDER -DESIGNED SUBMITTALS: EQUIVALENT LATERAL FORCE PROCEDURE SEALANTS - SEAL ALL CREVICES WITH A POLYSULFIDE, POLYURETHANE, OR SILICONE SEALANT. MAPPED SPECTRAL RESPONSE ACCELERATION, Ss - 1.286 CALCULATIONS AND SHOP DRAWINGS FOR ELEMENTS DESIGNED BY THE CONTRACTOR OR VENDORS SHALL BEAR THE SEAL AND SIGNATURE MAPPED SPECTRAL RESPONSE ACCELERATION, S1 - 0.453 OF A PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR AND REGISTERED IN STATE OF THE PROJECT SITE. SUBMIT THESE ELECTRICAL CONDUIT AND RECEPTACLES LONG PERIOD TRANSITION, TL - 6 DOCUMENTS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER AND OWNER'S REPRESENTATIVE PRIOR TO FABRICATION. INCLUDE ALL SITE CLASS - E DESIGN LOAD AND REACTIONS ON OTHER STRUCTURES ON THE DRAWINGS. CALCULATIONS SHALL BE SUBMITTED FOR INFORMATION ONLY RISK CATEGORY - II AND WILL NOT BE REVIEWED OR RETURNED. BIDDER -DESIGNED SUBMITTALS INCLUDE THE FOLLOWING CONTRACTOR/VENDOR DESIGNED ELECTRICAL CONDUITS, JUNCTION BOXES AND APPURTENANCES REQUIRED TO SUPPORT THE ELECTRICAL SYSTEM AT STATIONS SHALL BE NON-BULIDING STRUCTURE TYPE - INVERTED PENDULUM ELEMENTS. DEFERRED SUBMITTALS ARE INDICATED WITH AN ASTERISK: HIDDEN FROM PUBLIC VIEW BY LOCATING THEM IN AN ORGANIZED MANNER WITHIN RACEWAYS, CABLE TRAYS OR CHASES. WHENEVER RESPONSE MODIFICATION COEFFICIENT, R - 2.0 POSSIBLE, NO CONDUIT SHALL BE INSTALLED EXPOSED TO VIEW IN PUBLIC AREAS OF THE STATIONS. WHERE CONDUITS SHALL BE EXPOSED SEISMIC IMPORTANCE FACTOR, le - 1.0 PRE -MANUFACTURED LIGHT POLES TO PUBLIC VIEW TO CONNECT TO EQUIPMENT OR FIXTURES, THE CONDUIT AND ANY JUNCTION BOXES SHALL BE LOCATED IN AN ORGANIZED SHORT -PERIOD SITE COEFFICIENT, Fa -1.20 VARIABLE MESSAGE SIGN MANNER, TIGHT TO ADJACENT SURFACES AND PAINTED TO MATCH THOSE SURFACES. WHERE CONDUITS ARE EXPOSED IN PUBLIC OR NON - LONG -PERIOD SITE COEFFICIENT, Fv-1.847 VARIABLE MESSAGE SIGN BRACKET PUBLIC AREAS OUTSIDE OF CLOSED ROOMS, PROVIDE BIRD DETERRENT DEVICES. DESIGN SPECTRAL RESPONSE ACCELERATION, Sds - 1.029 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 - 0.837 SUBMITTAL ACCEPTANCE: FOLLOWING ACCEPTANCE BY THE OWNER'S REPRESENTATIVE ENGINEER AND PRIOR TO FABRICATION, ADDITIONAL SEISMIC DESIGN CATEGORY - D TIME FOR REVIEW AND ACCEPTANCE OF SUBMITTAL BY THE BUILDING OFFICIAL IS REQUIRED AND SHALL BE IDENTIFIED AND ALLOWED FOR IN SEISMIC RESPONSE COEFFICIENT, Cs - 0.514 THE CONTRACTOR'S SCHEDULE. MEANS AND METHODS MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFELY CONSTRUCTING ALL WORK. SUBSTITUTIONS: SUBMIT SUBSTITUTION REQUESTS PER THE PROCEDURES IN THE SPECIFICATIONS WITH APPLICABLE ICC REPORTS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO DETAILING, FABRICATION AND ERECTION. ADDITIONAL ENGINEERING CALCULATIONS AND DETAILS, PROVIDED BY A STRUCTURAL ENGINEER LICENSED IN THE PROJECT SITE STATE, MAY BE REQUIRED OF THE CONTRACTOR FOR SUBSTITUTIONS THAT ARE NOT SIMILAR TO THE SPECIFIED PRODUCTS AND CONFIGURATION. JOBSITE SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND FOR MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK IN A MANNER THAT PROVIDES FOR THE SAFETY OF PERSONS AND ADJACENT PROPERTY STEEL AGAINST INJURY AND DAMAGE DUE TO FALLING DEBRIS AND OTHER HAZARDS IN CONNECTION WITH CONSTRUCTING THE WORK. STORAGE AND HANDLING OF MATERIALS: THE CONTRACTOR SHALL STORE AND HANDLE ALL MATERIALS IN A SUITABLE MANER TO PREVENT DAMAGE OF THE ELEMENTS. SPECIAL INSPECTION SPECIAL INSPECTION REQUIREMENTS: SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1705, THE DRAWINGS AND THE PROJECT SPECIFICATIONS. THESE INSPECTIONS SHALL BE PERFORMED BY A TESTING AGENCY, DESIGNATED BY THE OWNER'S REPRESENTATIVE, QUALIFIED TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS, AS WELL AS A FINAL SIGNED REPORT FOR THE INSPECTED ITEMS. INSPECTION COORDINATION: COORDINATE THE INSPECTIONS BY PROVIDING ADEQUATE NOTICE TO THE INSPECTION AGENCY AND OWNER'S CONSTRUCTION REPRESENTATIVE OF DATES WHEN WORK IS READY FOR INSPECTION, AND BY PROVIDING ALLOWANCE IN THE SCHEDULE FOR THE SPECIFIED INSPECTIONS TO OCCUR. STRUCTURAL OBSERVATION: THE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE OWNER'S REPRESENTATVE REGISTERED DESIGN PROFESSIONAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO INSPECTION SERVICES A WRITTEN STATEMENT THAT SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED. THE STRUCTURE WILL NOT BE IN COMPLIANCE UNTIL THE REGISTERED DESIGN PROFESSIONAL HAS NOTIFIED INSPECTION SERVICES THAT ALL DEFICIENCIES ARE RESOLVED. STRUCTURAL OBSERVATIONS WILL BE PERFORMED AT SIGNIFICANT PROJECT MILESTONES. ANCHORS INSTALLED IN HARDENED CONCRETE: SPECIAL INSPECTION OF MECHANICAL AND ADHESIVE ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THE REQUIREMENTS OF THE ICC-ES REPORT FOR THE PRODUCT INSTALLED SHALL BE PROVIDED PER IBC TABLE 1705.3, ITEM 4. DESIGNED BY: PERMIT SET J STEPHENS DRAWN BY: JSTEPHENS CHECKED BY: A EVERSMAN APPROVED BY: No. DATE DSN CHK APP REVISION A EVERSMAN REFERENCE STANDARDS: AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360 AWS AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE -STEEL, AWS D1.1 AND STRUCTURAL WELDING CODE -SHEET STEEL, AWS D 1.3 RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS STRUCTURAL STEEL MATERIALS: WIDE FLANGE SHAPES HOLLOW STRUCTURAL SECTIONS (HSS) TUBES STEEL PIPE OTHER STEEL SHAPES STRUCTURAL BOLTS ANCHOR BOLTS WELDING ELECTRODES ASTM A992, Fy = 50 KSI ASTM A500, GRADE B, Fy = 46 KSI ASTM A53, GRADE B, Fy = 35 KSI ASTM A36, Fy = 36 KSI ASTM A325 OR A490 ASTM F1554, GRADE 36 E70XX MISC STEEL: STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS OF UNEQUAL PARTS. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE EXP�R� D APPRO S. - 9 MLA 4, WAS , W MrSw ®��� ENGINEERING Q Q 1424 Fourth Ave, Suite 415 co co b Seattle, WA 98101 w Z D www. 2 aengi 7 J " SOUNDTRANSIT 20Ls 1,`���� www.mlaengineering.com '�SIONA ��G MLA project #: 2019.116.4 SUBMITTED BY: DATE: REVIEWED BY: DATE. �14 2021 �N SCALE: 12" = 1'-0" FILENAME: 578-SZN001 CONTRACT No.: RTA/LR XXXX-XX SUBMITTAL DATE: 04/05/21 INNING S Special inspection required for: 1. Site or shop performed Welding 2. Epoxy Anchors. City Of Edmonds Building Department ------ ----- - Work C®IGNS ----- .W ��-k ----= - ------- I --------- Address ROAD AVE Owner � � &N&T _w Approved Datla1-20 NPX Building Official _ 0 ` Permit Numb BLD2021-0871 SOUND TRANSIT COMMUTER RAIL SOUNDER PIMS TASK ORDER 40.00 STRUCTURAL STRUCTURAL NOTES EDMONDS STATION RECEIVEI Jun 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWING No.: 578-SZN001 FACILITY ID: 578 SHEET No.: REV: 1 Q U) u; 0 N 0 N U) 0 N c U O Q) L6 Q o N O CDU N � L 'f 0 PLATFORM TRAIN TRACKS IT1 — — — — Lin B EDGE OF EXISTING PLATFORM N O co ± + EDGE OF FUTURE PLATFORM 0 :D:�_ I BACK OF PLATFORM ❑S SYSTEMS JUNCTIONS BOX © POWER JUNCTIONS BOX RI HYDRANT - REFER CIVIL DRAWINGS GENERAL PLAN NOTES 1. SEE EDM-AU2.1 FOR ALL HARDSCAPE CONCRETE 5 SCORING PATTERN 2. X0.0 - SIGNAGE KEYNOTE - SEE EDM-AN1.1 6 3. ES - CUSTOMER EMERGENCY STATION, (NIC) 4. SC - SMART CARD READER. INSTALL BACK OF PLATFORM IN ALIGNMENT WITH LIGHT POLES. PLATFORM PLAN - SOUTH SCALE: 1/8" = 1'-0" (12) TOTAL FLOWER BASKETS AT LIGHT POLES AS INDICATED ON PLATFORM PLANS. LOCATE INGROUND POWER AND SYSTEMS JUNCTION BOXES ON PLATFORM AS INDICATED ON ELECTRICAL DRAWINGS. CONFIRM FIELD LOCATIONS WITH RESIDENT ENGINEER. HANDRAIL HANDRAIL --- A PCO #38 RAIL PANEL 1 CHNGES FOR ARTWORK. 2 3 4 5 6 11 DELETE ART PANEL THIS PLATFORM IDENTIFICATION PLATFORM IDENTIFICATION DM-A5.2 LOCATION AND PROVIDE B2.0 B1.0 WIRE MESH PANEL. SIGN, PROVIDED AND SIGN, PROVIDED AND INSTALLED BY OTHERS INSTALLED BY OTHERS 1 � DM-A5.2 SIM. DM-A5. TYP. R--- II _ 9'-1 o-_ TYPICAL I I [�E1000111:1 COAIN� * Z II ...._.._ 16'-0° 61-011 (4TY P. (5) 415'-T FROM C.L. OF MINI HIGH 1 2 3 I I 0 FLOWER BASKETS c\' N 1 DM-A5.2 TYP. W EAST PLATFORM ELEVATION - 1 1 1/8" = 1'-0" CI OWED BASKETS =E NOTE 5. 1 �40] (4) 330'-0" FROM C.L, OF 1 FMINI HIGH 14 5 6 (7) � 1 EXISTING YELLOW I 1 TACTILE WARNING STRIP TO REMAIN 1 1 1� DM-A4. ■■■■■■■■■N■■■■■■■■■■N■■■■■■■■■■■■■■N■■■■■III■■■■N■■■■■■■■I'�■N■■■■I■■1■■■■■■■■N■■■■■■■■■■■■■■N■■■�■■■■■■N■■■■■■■■■■■■■■N■■■■■'.�■■■■■ ■■■■■■■■ RAMP 1:20 SEE CIVIL I WAsmmmm IOWA 0 oil wommilsollm=11 NEEMENNEEMENs WEL'M-11 VP � � � m. mr - - - - W. H,,,OME 11 - - 1 I-0'I HANDRAIL EXTENSION 16'-0" 6-0' '-0" p 12'-011 _ 24 -0' 24 -0' 24'-011 F 12'-011 24'-0" i --------------------------------- \ EDM A5.2 Tv/P PLATFORM PLAN - 1 0 4' s' 1 DESIGNED BY- SCALE: DRAWING No.: J STEPHENS S. 4 MLA Q J 1/8" =1'-0" SOUND TRANSIT COMMUTER RAIL - PERMIT SET o DRAWN BY: C��w ` loco ENGINEERING v SOUNDER PIMS 578 SFP002 1424 Fourth Ave, Suite 415 U) � FILENAME: 578-SFP002 J STEPHENS - b Seattle, WA 98101 Lu TASK ORDER 40.00 FACILITY ID: CHECKED BY: (206) 264-2727 z 578 .off, `�� 20751�w� www.mlaengineering.com CONTRACT No.: A EVERSMAN �'�� "�'\� MLA project #: 2019.116.4 SOUNDTRANSIT RTA/LR XXXX-XX STRUCTURAL SHEET No.: REV: APPROVED BY: SUBMITTED BY: DATE. REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN - SOUTH 2 No. DATE DSN CHK APP REVISION iA EVERSMAN 04/05/21 EDMONDS STATION a) Q U) ui 0 N 0 N U) 0 N c U O Q) L6 Q CD w i N O CDW N � L 'f 0 MT1 - . C A M N O 0o EDGE OF EXISTING PLATFORM EDGE OF FUTURE PLATFORM BACK OF PLATFORM GENERAL FLAN NOTES 1 1 F4.0 (3) 245'-0" FROM C.L. I F4.0 (2)160'-0" FROM C.L. 7 8 OF MINI HIGH 9 10 11 12 OF MINI HIGH 13 14 15 16 17 EXISTII I - 0 0 - I EXISTING YELLOW WARNI TACTILE WARNING STRIP TO REMAIN 1 FLOWER BASKETS 1 1 SEE NOTE 5. ! ! FIELD VERIFY vw � SEE EDM-AU2.1 FOR ALL HARDSCAPE CONCRETE SCORING PATTERN 2. X0.0 - SIGNAGE KEYNOTE - SEE EDM-AN1.1 3. CE -CUSTOMER EMER-JENCY STATION, (NIC) 4. SC - PEDESTAL ONLY SMART CARD READER (READER HEAD NIC). INSTALL BACK OF PLATFORM IN ALIGNMENT WITH LIGHT POLE. PLATFORM PLAN - CENTER SCALE: 1 /8" = 1'-0" I EnrKin 5. (12) TOTAL FLOWER BASKETS AT LIGHT POLES AS INDICATED FS SYSTEMS JUNCTIONS BOX ON PLATFORM PLANS. © POWER JUNCTIONS BOX 6. LOCATE INGROUND POWER AND SYSTEMS JUNCTION BOXES FH HYDRANT - REFER CIVIL DRAWINGS ON PLATFORM AS INDICATED ON ELECTRICAL DRAWINGS. CONFIRM FIELD LOCATIONS WITH RESIDENT ENGINEER. PLATFORM PLAN - 2 0 4' 8' 16' 1 KEY PLAN AB — �EE RECEIVED Jun 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BU� DESIGNEDIff� SCALE: DRAWING No.: J STEPHENS tiFS. 4 MLA Q J 1/8" =1'-0" SOUND TRANSIT COMMUTER RAIL - PERMIT SET o DRAWN BY: C��w ` loco ENGINEERING v SOUNDER PIMS 578 SFP003 1424 Fourth Ave, Suite 415 FILENAME: J STEPHENS - b 578-SFP003 Seattle, WA 98101 Lu TASK ORDER 40.00 FACILITY ID: CHECKED BY: (206) 264-2727 z 578 � � 20751 ��w� www.mlaengineering.com CONTRACT No.: A EVERSMAN °��'� �'��,` SOUNDTRANSIT MLA project #RTA/LR XXXX-XX STRUCTURAL SHEET No.: REV: SSfONA E� : 2019.116.4 APPROVED BY: SUBMITTED BY: DATE. REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN - CENTER 3 No. DATE DSN CHK APP REVISION iA EVERSMAN 04/05/21 EDMONDS STATION a) U) w 0 N 0 ry Cn 2 n 0 N c U O Q) L6 Q CD i N O CDLn N � 'f 0 B EDGE OF EXISTING � PLATFORM O Ob 0 zo _ EDGE OF FUTURE PLATFORM N N Q 0 �w --e VARIABLE PLATFORM IDENTIFICATION MESSAGE 18 SIGN, PROVIDED AND B2.0 1 g SIGN INSTALLED BY OTHERS N.I.C. TYP. 5 � DM-A5. TYP. II ION I I II � II 9 1 DM-A5. TYP. DM-A5.2 TYP T 18 EXISTING YELLOW TACTILE 20 �� 21 22 C2,' 11 -A5.2 2 CD z T I0 20 U NEW RED TACTILE WARNING STRIP r(1 rU MINI -HIGH BEYOND FLOWER BASKETS BICYCLE LOCKERS TRASH ENCLOSURE EAST PLATFORM ELEVATION - 3 1/8" = 1'-0" (N) 55-0" FROM C.L. OF F4.1 MINI HIGH T�NEW 22 YELLOW TACTILE WARNING STRIP 23 (24 26'-0" OF EXISTING YELLOW TACTILE �_i T WARNING STRIP TO REMAIN (FIELD VERIFY) I O I T 7 - 7 7`1 ... .... ................. G STAY BACI(OF YELLOW ME ................. ....................................... .... rt ....... 1 ........ I ........ . - - ,;.�RNING STAY BACK OF YELLOY! LINE . - - •NO LOADIND ZONE WITHIN RED lACTRE AREA •I 1. ..... ............................................. ............................................ ... NO LOADMq ZONE WITHIN RED TACTILE AREA • • 2 - - - WARNING STAY BACK 07 YELLOW LINE - - - - - - WARNING STAY BACK OF YELLOW LINE (T) ED-2001 1 EDM-A4.1 i I I REPLACE EXISTING I I I 1:16 SLOPE I DM A3. I I I POLE W/ NEW POLE & 578-SZD005 DOUBLE -SIDED VMS --LOWEASKETS rS E NOTE 5. LIGHT POLE - SEE EDM-PV2 PLATFORM - IDENTIFICATION SIGN, PROVIDED AND INSTALLED BY OTHERS (BEYOND) RELOCATED TVM SHELTER AMTRAK STATION BEYOND — EXISTING YELLOW TACTILE WARNING STRIP TO REMAIN (25 I (26 I P BACK OF PLATFORM 12'-0" ;6'-0" u I u _ I I II � I �i I I I i u w u I I u I I I u f_ I l u I I I u 24'-0 24-0 I I 6-0 8-01 I 26 5-0 1 24 0 i I 4-0 I 12 I 24 0 24 0' 12-0 i i i i I I I I I ---------- -------- -------- - --- - ------ IF ' —' 12' - 0" = 112'- i i L VM I 1 EXISTING AMTRAK F I OM A3.1 STATION FIELD VERIFY �� _ ! ! ! L _J I I ! GENERAL PLAN NOTES 1. SEE EDM-AU2.1 FOR ALL HARDSCAPE CONCRETE SCORING PATTERN 2. X0.0 - SIGNAGE KEYNOTE - SEE EDM-AN1.1 3. CE - CUSTOMER EMERGENCY STATION, (NIC) 4. © - PEDESTAL ONLY SMART CARD READER (READER HEAD NIC). INSTALL BACK OF PLATFORM IN ALIGNMENT WITH LIGHT POLE. 5. (12) TOTAL FLOWER BASKETS AT LIGHT POLES AS INDICATED ON PLATFORM PLANS. 6. LOCATE INGROUND POWER AND SYSTEMS JUNCTION BOXES ON PLATFORM AS INDICATED ON ELECTRICAL DRAWINGS. CONFIRM FIELD LOCATIONS WITH RESIDENT ENGINEER. PLATFORM PLAN - NORTH SCALE: 1/8" = 1'-0" LEGEND OS SYSTEMS JUNCTIONS BOX © POWER JUNCTIONS BOX ❑H HYDRANT - REFER CIVIL DRAWINGS _ I _ _ --- --------J-- -_ — BICYCLE TRASH _ ___ _ _ _ _ _ \\ 0) LOCKERS ENCLOSURE - I PLATFORM PLAN - 3 ° 41 8' 16' 1, BIKE RACK � D y D '� mow. .......m. .m. .m. .m. .m. m. m. .m. .m. .m. .m. .m. s. .m. .m. m. .m. .m. RELOCATED EXISTING C' IVE r TVM SHELTER un 23 2021 noN CITY OF EDMONDS DEVEL¢F ARTMENRVICES KEY PLANAS-BU�Ll{�� DESIGNED'BY:� SCALE: DRAWING No.: J STEPHENS S. 4 MLA Q J 1/8" =1'-0" SOUND TRANSIT COMMUTER RAIL - PERMIT SET o DRAWN BY: C��w ` loco ENGINEERING v SOUNDER PIMS 578 SFP004 1424 Fourth Ave, Suite 415 co co FILENAME: 578-SFP004 J STEPHENS - b Seattle, WA 98101 Lu TASK ORDER 40.00 FACILITY ID: CHECKED BY: (206) 264-2727 z DLL 578 .off, `�� zo�ss�w� www.mlaengineering.com CONTRACT No.: A EVERSMAN` SOUNDTRANSIT RTA/LR XXXX-XX STRUCTURAL SHEET No.: REV: SSfONA E� MLA project #: 2019.116.4 APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN - NORTH 4 No. DATE DSN CHK APP REVISION A EVERSMAN ��i 04/05/21 EDMONDS STATION Q) Q U) Lu O N O N ry U) O O O N c U O Q) L6 Q CD N Q)CDU N � L 'f 0 REPLACE EXISTING POLE WITH NEW POLE & ARM. PAINT SILVER TO MATCH EXISTING CONDITIONS. MANUFACTURER'S STANDARD HAND HOLE EXISTING ANCHOR BOLTS. FIELD VERIFY LOCATION & SIZE. T/PLATFORLI EL PER CAL LENT OR PER CIA DETAIL SCALE: 1/4" = 1'-0" BIRD DETERRENT PER TYP DETAIL - FITTED END PLATE HSS2-1 /2x2-1 /2x3/ 16 W/ 1/2"0 THRU BOLT. CONDUIT ACCESS HOLE 2' - 81 /2" LIGHT POLE PER MANUF HSS BEAM PER MANUF. ASSUME HSS6x4x1/4 MIN - 3 -- -- ---- ------ 578-SZD005 3/16 I I I i HSS2x2x3/16 VERT STUB DOUBLE -SIDED VARIABLE MESSAGE SIGN & BRACKET PER MANUFACTURER. MAX SIGN + BRACKET + 201b MISC= 280 Ib MAX PROJECTED AREA = 5.25 ft2 DETAIL CE LIGHT POLE I - CONDUIT I ACCESS HOLE 3/16 r. 31 /8" 31 /8" t I _t 00 M BASE PL3/8x4x7 1 /2" W/ (4) 1 /4"0 BOLTS I NOTES: 1) VERIFY DIMENSIONS WITH BRACKET MANUFACTURER. 2) PAINT BLACK TO MATCH EXISTING CONDITIONS. 3) PROVIDE DOUBLE NUTS OR MAR THREADS TO PREVENT BACKOFF. DETAIL CONTINUOUS 22 GUAGE METAL BIRD DETERRENT HAT PAINTED TO MATCH HSS SECTION STAINLESS STEEL BIRD SPIKES, CONT BTWN HSS POSTS TYPICAL BIRD DETERRENT DETAIL 578-SFP003 SCALE: 3/4" = 1'-0" 578-SZD005 SCALE: 3" = 1'-0" 578-SZD005 SCALE: 1" = 1'-0" EDMONDS STATION SIGN SCHEDULE STATION SIGN ID DISPLAY SIDES MOUNTING TYPE EXISTING / NEW COMMENT EDMONDS ED-2001 DOUBLE NEW ARM ON REPLACEMENT POLE, REUSE NEW PLANNED VMS LOCATION EXISTING FOUNDATION NEW ARM ON REPLACEMENT POLE, REUSE EDMONDS ED-2002 DOUBLE NEW PLANNED VMS LOCATION EXISTING FOUNDATION RECEIVE Jun 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGNED BY: SCALE: DRAWING No.: J STEPHENS S. 4 MLA Q J As indicated SOUND TRANSIT COMMUTER RAIL PERMIT SET o DRAWN BY: U��w ` loco ENGINEERING v FILENAME: SOUNDER PIMS 578 SZD005 1424 Fourth Ave, Suite 415 � � J STEPHENS - b Seattle, WA 98101 w � 578-SZD005 TASK ORDER 40.00 FACILITY ID: CHECKED BY: (206) 264-2727 z D 578 20751�w� www.mlaengineering.com _j LL CONTRACT No.: A EVERSMAN �'�� L "�'\� MLA project #: 2019.116.4 SOUNDTRANSIT RTA/LR XXXX-XX STRUCTURAL SHEET No.: REV: ;�sforra E� APPROVED BY: SUBMITTED BY: DATE. REVIEWED BY: DATE: SUBMITTAL DATE: STRUCTURAL DETAILS 5 No. DATE DSN CHK APP REVISION A EVERSMAN 04/05/21 EDMONDS STATION