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APPROVED BLD2021-0871+Plans+6.29.2021_2.56.58_PM+2275246USE OF DRAWINGS SPECIAL INSPECTION TABLES STEEL (cont) 2 a_ 0 N 0 N 0 N a) a) W ui 0 N 0 N ry CO 0i 0 N Cn c U 0 am L 0- a) N i 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 Ib 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 SUBSTITUTIONS: SUBMIT SUBSTITUTION REQUESTS PER THE PROCEDURES IN THE SPECIFICATIONS WITH APPLICABLE ICC REPORTS TO THE MEANS AND METHODS: THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS AND THE METHODS, TECHNIQUES, SEQUENCES AND ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO DETAILING, FABRICATION AND ERECTION. ADDITIONAL PROCEDURES REQUIRED FOR SAFELY CONSTRUCTING ALL WORK. 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. 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 D1.3 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 APPROVED BY PLANNING Jul 01 2021 Special inspection required for: 1. Site or shop performed Welding 2. Epoxy Anchors. City Of Edmonds Building Department Work SIGNS ------------ Address-- ---------- Address 211 RAILROAD AVE ----------------------------- --- Owner SOUND TRANSIT Approved Date 7-1-2021 Building Official Eris. C%ar^t�r -------------- ------------ Permit Number BLD2021-0871 RECEIVE Jun 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGNED BY: SCALE: DRAWING No.: J STEPHENS �'k' S. p MLA Q J 12" = 1'-0" SOUND TRANSIT COMMUTER RAIL PERMIT SET o , 4'w ' ENGINEERING _ Q 578-SZN001 DRAWN BY: �'� ® ��� U FILENAME: SOUNDER PIMS J STEPHENS 02�T 1424 Fourth Ave, Suite 415 co co 578-SZN001 b Seattle, WA 98101 w _j CONTRACT NoTASK ORDER 40.00 FACILITY ID: CHECKED BY: (206) 264-2727 z 578 20751a'��w� www.miaengineering.com LL .: A EVERSMAN '��SSf E�� MLA project #: 2019.116.4 SOUNDTRANSIT RTA/LR XXXX-XX STRUCTURAL SHEET No.: REV: ONA APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: STRUCTURAL NOTES 1 No. DATE DSN CHK APP REVISION A EVERSMAN 4 ��,® 04/05/21 EDMONDS STATION ►:1� PLATFORM - - - - TRAIN TRACKS J HANDRAIL 1'-( EDGE OF EXISTING PLATFORM � EDGE OF FUTURE PLATFORM HANDRAIL BACK OF PLATFORM 1'-011 HANDRAIL EXTENSION LEGEND ❑S SYSTEMS JUNCTIONS BOX ,P] POWER JUNCTIONS BOX [H] HYDRANT - REFER CIVIL DRAWINGS L GENERAL PLAN NOTES V) uj 1. SEE EDM-AU2.1 FOR ALL HARDSCAPE CONCRETE 5, (12) TOTAL FLOWER BASKETS AT LIGHT POLES AS INDICATED o� SCORING PATTERN ON PLATFORM PLANS. 0 2. X0.0 - SIGNAGE KEYNOTE - SEE EDM-AN1.1 6. LOCATE INGROUND POWER AND SYSTEMS JUNCTION BOXES 3. E5 - CUSTOMER EMERGENCY STATION, (NIC) ON PLATFORM AS INDICATED ON ELECTRICAL DRAWINGS. cn 4. SC - SMART CARD READER. INSTALL BACK OF CONFIRM FIELD LOCATIONS WITH RESIDENT ENGINEER. a PLATFORM IN ALIGNMENT WITH LIGHT POLES. 1 PLATFORM PLAN - SOUTH N SCALE: 1/8" = 1'-0" 11 DM-A5.2 1 -A5.2 SIM. TYPICAL 1 PCO #38 RAIL PANEL J CHNGES FOR ARTWORK. DELETE ART PANEL THIS LOCATION AND PROVIDE WIRE MESH PANEL. 16'-011 61-011 7 DM-A5. TYP. (5) 416-011 FROM C.L. OF MINI HIGH D (D (D FB2.0]PLATFORM IDENTIFICATION PLATFORM IDENTIFICATION 0 SIGN, PROVIDED AND SIGN; PROVIDED AND FB1 INSTALLED BY OTHERS INSTALLED BY OTHERS FLOWER BASKETS EAST PLATFORM ELEVATION - 1 1 /8" = 1'-0" El RIMED DACIlETC PLATFORM PLAN - 1 1/8" = 1'-o" (4) 330'-0" IFROM C.L. OF MINI HIGH 5 I 0 4' $' 16' 1 , � 1 0 6 EXISTING YELLOW TACTILE WARNING STRIP TO REMAIN 7 I II II II 1 1 ..... ........ IL-v - C'?-v 1 KEY PLAN A S 1VE 1 n 212021 ,CITY OF EDMONDS VELOPNIENT SERVICES DEPARTYg U I L DESIGNED B J STEPHENS L S. L /8LE= 1'_0" SOUND TRANSIT COMMUTER RAIL0 DRAWING No.: FWAS �o MLA Q J PERMIT SET o o �w r� ENGINEERING Q 2 o DRAWN BY: ���� ® co 7 U FILENAME: SOUNDER PIMS 578- FP002 d <n ° 1424 Fourth Ave, Suite 415 U) U) Cy) J STEPHENS - b Seattle, WA 98101 w J 578-SFP002 FACILITY ID: o CHECKED BY: r� (206) 264-2727 _Z TASK ORDER 40.00 578 d'p 5�w� www.mlaengineering.com J w SOUNDTRANSIT CONTRACT No.: NL A EVERSMAN ��SSfONA �' MLA project #: 2019.116.4 RTA/LR XXXX-XX STRUCTURAL SHEET No.: REV: N APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: PLATFORM PLAN - SOUTH 2 No. DATE IDS N CHK APP REVISION A EVERSMAN �/��01y, 04/05/21 EDMONDS STATION IQ C 0 7 1 "' 1 if EDGE OF EXISTING PLATFORM m In ni60 1 0 1 1 578-SZDOO EDGE OF FUTURE 1 PLATFORM BACK OF PLATFORM S 9 PLATFORM IDENTIFICATION 162 SIGN, PROVIDED AND INSTALLED BY OTHERS 5 DM-A5. TYP. 1:4 z 1 VARIABLE (rTF 11 MESSAGE 12 SIGN N.I.C. TYP. --- I I• FLOWER BASKETS F4.0 (3) 246-0" FROM C.L. i 8 OF MINI HIGH 9 1 O 11 12 `—� I I I 1 I 1 T GENERAL FLAN NOTES LEGEND C/) 1. SEE EDM-AU2.1 FOR ALL HARDSCAPE CONCRETE 5. (12) TOTAL FLOWER BASKETS AT LIGHT POLES AS INDICATED ❑S SYSTEMS JUNCTIONS BOX ui SCORING PATTERN ON PLATFORM PLANS. © POWER JUNCTIONS BOX 6. LOCATE INGROUND POWER AND SYSTEMS JUNCTION BOXES HYDRANT - REFER CIVIL DRAWINGS N 2. XO.O - SIG NAGE KEYNOTE- - SEE EDM-AN1.1 ❑ CD 3. CE5 -CUSTOMER EMERGENCY STATION, (NIC) ON PLATFORM AS INDICATED ON ELECTRICAL DRAWINGS. � 4. SC - PEDESTAL ONLY SMART CARD READER {READER CONFIRM FIELD LOCATIONS WITH RESIDENT ENGINEER. HEAD NIC). INSTALL BACK OF PLATFORM IN ALIGNMENT WITH LIGHT POLE. PLATFORM PLAN — CENTER cyi 1 a SCALE: 1/8" = 1'-0" IZ DESIGNED PERMIT SET J STEPHENSoFWAsN p �° DRAWN BY: J STEPHENS rn a b o CHECKED BY: ,d 20751 6 4 :771 A EV E RS MAN � L N oN APPROVED BY: 0. 1 No. DATE DSN CHK APP REVISION A EVERSMAN MLA ENGINEERING 1424 Fourth Ave, Suite 415 Seattle, WA 98101 (206) 264-2727 www.miaengineering.com MLA project #: 2019.116.4 SUBMITTED BY 13 14 15 16 17 PLATFORM IDENTIFICATION SIGN, PROVIDED AND B1.0 INSTALLED BY OTHERS rF---�--- II 1 WIRE MESH -// 1 ART PANELS--" FA5.2 PANEL EDM A5.2 11 EAST PLATFORM ELEVATION — 2 PCO #38 1 /$" = 1'-01, (2)160'-0" FROM C.L. OF MINI HIGH 13 14 15 I PLATFORM PLAN — 2 0 4' 81 16' 1 SCALE: Lu I I 1/8" = 1 1-011 Q FILENAME: r=—w U) 578-SFP003 W J J J LL SOUNDTRANSIT CONTRACT No.: RTA/LR XXXX-XX DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 04/05/21 EXISTING YELLOW TACTILE WARNING STRIP TO REMAIN 1 1 1 1 17 EXISTII WARNII D C�D RECEIVE[ Jun 23 2021 z CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AS-BU LT SOUND TRANSIT COMMUTER RAIL DRAWING No.: SOUNDER PIMS 578—SFP003 TASK ORDER 40.00 FACILITY ID: 578 STRUCTURAL SHEET No.: REV: PLATFORM PLAN - CENTER 3 EDMONDS STATION MT1 1 i — B EDGE OF EXISTING f PLATFORM wu 10 C EDGE OF FUTURE PLATFORM BACK OF PLATFORM VARIABLE PLATFORM IDENTIFICATION 1 MESSAGE 18 SIGN, PROVIDED AND E SIGN INSTALLED BY OTHERS N.I.C. TYP. 5 QM A5. TYP. Cq Iw 1 EXISTING YELLOW TACTILE _ I WARNING STRIP TO RFMAIN DM-A4. 1 578-SZD005 FLOWE ASKET; N , E°�� TYP. W GENERAL PLAN NOTES 1. SEE EDM-AU2.1 FOR ALL HARDSCAPE CONCRETE SCORING PATTERN 2. X0.0 - SIGNAGE KEYNOTE - SEE EDM-AN1.1 Q 3. CES - CUSTOMER EMERGENCY STATION, (N IC) Cn 4. r67 - PEDESTAL ONLY SMART CARD HEADER (READER HEAD NIC). w INSTALL BACK OF PLATFORM IN ALIGNMENT WITH LIGHT POLE. of 5. (12) TOTAL FLOWER BASKETS AT LIGHT POLES AS INDICATED LEGEND o ON PLATFORM PLANS. 6. LOCATE INGROUND POWER AND SYSTEMS JUNCTION BOXES ❑S SYSTEMS JUNCTIONS BOX ry C0 ON PLATFORM AS INDICATED ON ELECTRICAL DRAWINGS. © POWER JUNCTIONS BOX CONFIRM FIELD LOCATIONS WITH RESIDENT ENGINEER. ❑H HYDRANT - REFER CIVIL DRAWINGS PLATFORM PLAN — NORTH cyi CD N ALE: 1 " = 2- " Cn IZ PERMIT SET 0 2 0 c M m CD a? 4 � L (V o U No. DATE DSN CHK APP REVISION 19) (20 1 11 ❑M-A5.2 MINI -HIGH BEYOND PLATFORM � B1.0 IDENTIFICATION SIGN,1 PROVIDED AND INSTALLED BY OTHERS (BEYOND) FLOWER BASKETS BICYCLE LOCKERS 1 TRASH ENCLOSURE RELOCATED TVM SHELTER EAST PLATFORM ELEVATION - 3 AMTRAK STATION 1/81, = 11-01, BEYOND (N) 56-0" FROM C,L, OF MINI HIGH 26'-0" OF EXIST) YELLOW TACTILE LIGHT POLE - SEE EDM-PV2 — EXISTING YELLOW TACTILE WARNING STRIP TO REMAIN EXISTING AMTRAK STATION --- ----- --- - -- ----------------- BICYCLE TRASH ll�v I LOCKERS ENCLOSURE 0 41 81 161 1 BIKE RACK D �. - D PLATFORM PLAN - 3 1 .�..� .� .� .� .� .� .� .�..�. .� .m..m..� .� .� .� .m..� .�~ RELOCATED EXISTING �' IVE TVO 1/s - 1 -° TVM SHELTER CL In 23 20 N CITY OF ED ONO DE�V PRV KEY PLAN - DESIGNED 13Y:� JSTEPHENS DRAWN BY: JSTEPHENS CHECKED BY: A EVERSMAN APPROVED BY: A EVERSMAN .d 'J4 zo�ss 4` 4 MLA ENGINEERING 1424 Fourth Ave, Suite 415 Seattle, WA 98101 (206) 264-2727 www.miaengineering.com MLA project #: 2019.116.4 SUBMITTED BY SCALE: UJ I I 1/8" = 1 1-011 Q FILENAME: r=—w U) 578-SFP004 W J J J LL SOUNDTRANSIT CONTRACT No.: RTA/LR XXXX-XX DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 04/05/21 SOUND TRANSIT COMMUTER RAIL DRAWING No.: SOUNDER PIMS 578—SFP004 TASK ORDER 40.00 FACILITY ID: 578 STRUCTURAL SHEET No.: REV: PLATFORM PLAN - NORTH 4 EDMONDS STATION c am a am CO ui 0 N 0 N ry CO 2i IL 0 N cn C O E U O 2 O O O 4? i N L O N N � � U