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HomeMy WebLinkAboutzT-4332setN Xrefs: (� xS1-BT120-CMN co xBRT-CUD05-TB xS1-BT120-CMP xS1-BT120-CPP(1-- xS1-BT120-VSF GB-SEAL-MR46 xS1-BT120-GZK xS1-BT120-VRX O GB-SEAL-BM481 rr 0 0 n U 0 N_ H m U) 0 N co 0 r) 75 O z 0 ry 75 _ 75 o m I m -o U Q< CD M z o Y LO >O N j -0) o U I� it ii ij i li i i ii it L--- L_J L--J L-J L_--- CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 101 102 103 104 105 106 107 1"=20' DRAWING SETS Si-BT120-CMP101 Si-BT120-CMP102 Si-BT120-CMP103 S1-BT120-CMP104 Si-BT120-CMP105 S1-BT120-CMP106 S1-BT120-CMP107 CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S 202 (ED 204 (ED 1"=20' DRAWING SETS S1-BT120-CMP201 S1-BT120-CMP202 S1-BT120-CMP203 S1-BT120-CMP204 S1-BT120-CMP205 FT-rr '�w µ 3111liq NORTH DRIVEWAY / S HW5HAYf BUS BAY 5 r 'ZFSOUTH DRIVEWAY ' 102 I — I 0 I 204 M � oil 2 06/27/2025 MR DP IMR ADDENDUM#2 1 06/13/2025 MR DP MR ADDENDUM#1 0 12/10/2024 MR LG MR ISSUED FORBID No. DATE DSN CHK APP REVISION 205 E- — PC--1 iAy - ,- f I DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH a 11 i J AREA MAP iF WA Y�? 46378 �`C> �G I S T Egg ti� SICINAL �SUBMITTED BY: 06/19/2025 R. PARGAS O 107 I ill I' , I I I I .�.... sum .........-� l I � 48PK A I I I I I ' I I - . I II i i it 0) lei ' 106 , I I I I � I � — r � 2 � SCALE: QJ ill =80' Q FILENAME: 4hf co c/) w J S1-BT120-CMP100 BRT General Engineering Consultant z LL SOUNDTRANSIT CONTRACT No.: RTA/LR RTA/CN 0205-2 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GENERAL CHANNELIZATION AND SIGNING NOTES: I 1. SEE SIGN SCHEDULES FOR INFORMATION ON EXISTING AND PROPOSED SIGNAGE WITHIN THE PROJECT LIMITS. 2. SEE SIGN SCHEDULES FOR ADDITIONAL INFORMATION REGARDING SIGNAGE THAT WILL BE PROVIDED AND INSTALLED BY SOUND TRANSIT. 3. SEE TRAFFIC SIGNAL AND ARCHITECTURAL PLANS FOR SIGNAGE NOT SHOWN. 4. EXISTING SIGNS WITHIN THE PROJECT LIMITS NOT NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE APPROVED BY THE PROJECT REPRESENTATIVE. 5. NEW AND RELOCATED SIGN LOCATIONS TO BE VERIFIED IN THE FIELD BY THE PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. STATIONS ARE APPROXIMATE TO THE CENTER OF POST. 6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT MARKINGS. 7. SEE CITY OF RENTON STANDARD PLAN 109 FOR PAVEMENT MARKING REQUIREMENT WHERE APPLICABLE (INCLUDING HARDIE AVE, RAINIER AVE S, S GRADY WAY, AND LAKE AVE S). A A A A A A A A A 1 N 80 40 0 80 160 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 T-433201 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CMP100 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: CHANNELIZATION AND SIGNING PLAN AREA PLAN AND GENERAL NOTES 134 2 C'7 N O N CU co N O O N Q J m Xrefs: co M xBRT-CUD05-T co xS1-BT120-CA xS1-BT120-VSF xS1-BT1204R T xS1-BT120-RP xS1-BT120-CM xS1-BT120-CP O xS1-BT120-CM GB-SEAL-JKH5 rr xS1-BT120-GZ xS1-BT120-CLP GB-SEAL-MR4 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 ti 0 0 75 U 6 N m U) 0 N C-0 0 0 O U z 0 ry Q (D 76 ° U� CO O — U Q co O z N � L N CM o a o U GENERAL NOTES: KEY NOTES: i FMFNn 1. SEE SHEET BT120-CMP100 FOR GENERAL 10 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN R# REMOVE SIGN CHANNELIZATION AND SIGNING NOTES. M-24.60-04 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. 16 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 21 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 S# INSTALL SIGN BT120-XX-XXX SOUND TRANSIT SIGN CODE EXISTING SIGN (22� INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 PROPOSED SIGN �24\X INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 O PAVEMENT MARKING POINT J UPDATES TO ROW \ ' SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING (D CBarnes 12/01 /2025 I msippo 11 /25/2025 T-433202 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�o� I RO LU 119-20' STRIDE BUS RAPID TRANSIT DRAWN BY: ��oF wASHrN��Y a Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMP101 �� To U M. ROUGH .5r.RIDE w J S1-BT120-CMP101-107 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z CONTRACT No.: BT120 o �� 4ssra �o �� SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 106/13/2025 MR DP MR ADDENDUM#1 L. GILBERT � CrsTER R� CHANNELIZATION AND SIGNING PLAN 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �rj�NAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 135 1 No. DATE DSN CHK APP REVISION IM.ROUGH 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER STA 200+00 TO RAINIER STA 204+00 x Q� PJ SW 7TH ST 103 1L 102 201 107 202 C1O W y 203 J Q 204 4— 205 105 I. 101 Y 104 RAD vV AY _. c - co m N N O O N CU m co N O O O N Q J Xrefs: co xBRT-CUD05-TB M xS1-BT120-CAP J xS1-BT120-VSF1 xS1-BT120-VRX xS1-BT120-RPP r xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-CMN O GB-SEAL-JKH53 rr xS 1-BT120-GZK xS1-BT120-CLP0 GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 ti 0 0 75 U 6 N m 0 N C-0 0 0 73 O z 0 ry O � m O U� CO O — U Q co O z N � LO N CM o a o U JCC UVVV t5 I-ILU-I.IVIr /-U3 GENERAL NOTES: KEY NOTES: 1. SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. CINSTALL 4" DOUBLE YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 Or= UVVV CS 1 -I LU-t.#1v1 1ZU-1 LEGEND R# REMOVE SIGN 4 INSTALL 16" WHITE PLASTIC STOP BAR PER CITY OF S# INSTALL SIGN RENTON STD PLAN 128 07 INSTALL WHITE BUS ONLY LEGEND PER DETAIL 2 ON BT120-xx-xxx SOUND TRANSIT SIGN CODE BT120-CMD107 8 INSTALL PLASTIC TYPE 2SR TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 16 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 18 INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 2 ON BT120-CMD106 21 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 22 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 23 INSTALL 4" PROFILED EMBOSSED PLASTIC EDGE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 EXISTING SIGN PROPOSED SIGN �X PAVEMENT MARKING POINT UPDATES TO ROW \ ' SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 C32\ INSTALL 4" YELLOW PLASTIC EDGE LINE PER WSDOT STD KEY MAP SCALE IN FEET TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING ` IL PLAN M-20.10-04 1 CBarnes 12/01 /2025 msippo 1 1 /25/2025 T-433203 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�o� I RO F- wV1°-20' STRIDE BUS RAPID TRANSIT DRAWN BY: �oF wASyr���Y ar)?IDE Q FILENAME: SOUTH RENTON TRANSIT CENTER45 BT120-CMP102 �� To U M. ROUGH w J S1-BT120-CMP101-107 BT105 FACILITY ID: .. i CHECKED BY: BRT General Engineering Consultant z CONTRACT No.: BT120 �� 4ssra �O �� SOUNDTRANSIT RTA/CN 0205-24 CIVIL [No 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT CrsTER CHANNELIZATION AND SIGNING PLAN SHEET No.: REV: 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �NAL �' SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 136 1 DATE DSN CHK APP REVISION M. ROUGH 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER STA 204+00 TO RAINIER STA 208+50 C24 INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 Q. QLl N Q.P PJELI W 7TH ST 103 102 201 107 202 L1O6 W CO 203 J Q 204 205 105 I. 101 RY Y104 vVA D - co N T N 0 0 N CU LO V J 0 0 0 T co 0 0 Q J N Xrefs: (� xBRT-CUD05-TB m xS1-BT120-CAP xS1-BT120-VSF1 xS1-BT120-VRX T xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP xS 1-BT120-CM N O GB-SEAL-JKH53 fr xS1-BT120-GZK xS1-BT120-CLPO GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 ti 0 0 75 U 0 N m U) 0 N CO 0 0 O U z 0 ry Q (D � m O U� CO O — U Q co O z N � L N M o a o U C) 00 N N O Q CL '/��/� G c// t , W� Z r Q � DC C: W ZC �U =U L) 0 Q Z 1 GENERAL NOTES: 1. SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. 0 KEY NOTES: \WlMIN -JIII I4 A.Mad ILT—\Ilk, II =I I\ RAINIER AVE S 18 INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 2 ON BT120-CMD106 21 INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 22 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 23 INSTALL 4" PROFILED EMBOSSED PLASTIC EDGE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 (24:, INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 1 3T SW 7TH ST 250+00 RAINIER 212+00 SW 7TH ST STA 249+99.98 \ = RAINIER STA 212+42.13 \ K O \ O � O \ O O LEGEND R# REMOVE SIGN S# INSTALL SIGN BT120-XX-XXX SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN ()PAVEMENT MARKING POINT RAINIER 213+00 A 20 10 0 20 40 .111111115— KEY MAP SCALE IN FEET TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING a' CBarnes 12/01 /2025 msippo 11 /25/2025 T-433204 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�o� I RO w 119=20' STRIDE BUS RAPID TRANSIT DRAWN BY: ��oF wASyr���Y a Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMP103 �� To L) M. ROUGH .5r.RIDE w J S1-BT120-CMP101-107 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z CONTRACT No.: BT120 0 />�, 46378 �� �'� Souwh ANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT � CrsTER � CHANNELIZATION AND SIGNING PLAN 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �`rj M �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 137 1 No. I DATE I DSN I CHK I APP I REVISION M. ROUGH 6/12/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 RAINIER STA 208+50 TO RAINIER STA 212+42.13 103 L- O 102 201 C1O 202 106 `W.0 W 203 J Q 204 4— 205 � � � 105 I. 101 104 RAC Y co C'7 CIO O O O N Q J Xrefs: xBRT-CUD05-T xS 1-BT120-CAP xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-CM GB-SEAL-JKH5 xS 1-BT120-GZK xS1-BT120-CLP GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 I` 0 0 a 6 N m U) 0 N M 0 r) J z 0 w ry X W LU Z 06 om W �co J co O Q Q ti z 'M z W N O N coo a o U GENERAL NOTES: 1. SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. MATCHLINE: MATCHLINE: SEE DWG BT120-CMP205 SEE DWG BT120-CMP204 KEY NOTES: LEGEND 22 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE R# REMOVE SIGN CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 24 INSTALL 8" PROFILED PLASTIC WIDE LINE CONSISTING OF S# INSTALL SIGN MMA PER WSDOT STD PLAN M-20.20-02 BT120-xx-xxx SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN ()PAVEMENT MARKING POINT 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 ='� T-433205 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�o� I ROI I r)?IDE I LU Tw I1°-20' STRIDE BUS RAPID TRANSIT DRAWN BY: �'���oF wASyrN��Y a Q FILENAME: SOUTH RENTON TRANSIT CENTER45 BT120-CMP104 �� To U M. ROUGH w J S1-BT120-CMP101-107 BT105 FACILITY ID: k Is �F5 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 CHECKED BY: ' BRT General Engineering Consultant IM)l z CONTRACT No.: BT120 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT ��� �c�sTER�° �� SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �rj�NAL ��C SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION AND SIGNING PLAN No. DATE DSN CHK APP REVISION M. ROUGH 10/23/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 GRADY STA 151 +00 TO GRADY STA 156+50 138 A o�U. N F-P PJ W 7TH ST 103 1L 102 201 107 202 106 W W 203 � J Q *204) 205 105 101 104 RA)Y vVAY ,,, co co co T N 0 0 N CU LO V J 0 0 0 0 T I..L co O O N Q J Xrefs: FNm xBRT-CUD05-T m xS1-BT120-CAP xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP 0 xS 1-BT120-CM N GB-SEAL-JKH5 rr xS1-BT120-GZK xS1-BT120-CLP GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 ti 0 0 75 U 0 N m 0 N co co 0 0 O U z 0 D N, 73 = 06 75 C� O co �U) Go —o U Qa M (D z o Y O L a o U Q LO L O r � Qa H � � o o N Q � � m W Z_ J LV = W H U) Q 5 I '\—/ CL BT120-C-LAKE 1mv "' GENERAL NOTES: KEY NOTES: LEGEND 1. SEE SHEET BT120-CMP100 FOR GENERAL O INSTALL 4" DOUBLE YELLOW PLASTIC CENTERLINE PER CHANNELIZATION AND SIGNING NOTES. WSDOT STD PLAN M-20.10-04 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. O INSTALL 4" YELLO PLASTIC CENTERLIN ER WSDOT STD PLAN M-20.10-04 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND (4) INSTALL 16" WHITE PLASTIC STOP BAR PER CITY OF CHANNELIZATION DETAILS. RENTON STD PLAN 128 2 06/27/2025 MR DP I MR ADDENDUM#2 1 06/13/2025 MR DP MR ADDENDUM#1 0 12/10/2024 MR LG MR ISSUED FORBID No. DATE I DSN I CHK APP 7REVISION OINSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 128 R# REMOVE SIGN S# INSTALL SIGN BT120-xx-xxx SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN 10 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 (x) PAVEMENT MARKING POINT 22 INSTALL 4" PROFILED EMBOSSED PLASTIC LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 32 INSTALL 4" YELLOW PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH SUBMITTED BY: 06/19/2025 R. PARGAS 2 , U Ll P IN 7TH ST 103 1L 102 201 107 202 106 `W.0 W 203 J Q 204 4— 205 � � 105 I. 101 104 RADY � AY vV�. co co LCTRANSPORTATION OPERATIONarnes 12/01 /2025 SCALE: J 1 "=20' Q - Q FILENAME: .5r)?IDE (n U co w J S1-BT120-CMP101-107 BRT General Engineering Consultant z " Souwh A w CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UPDATES TO ROW \ ' SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING (DI msippo 11 /25/2025 T-433206 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CMP105 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: CHANNELIZATION AND SIGNING PLAN GRADY STA 156+50 TO GRADY STA 160+46.15 139 2 C'7 N T N 0 0 N CU LO V J 0 0 0 0 T rr n co co N O O O N Q J Xrefs: co xBRT-CUD05-TB M xS1-BT120-CAP J xS1-BT120-VSF1 xS1-BT120-VRX xS1-BT120-RPP r xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-CMN O GB-SEAL-JKH53 rr xS 1-BT120-GZK xS1-BT120-CLP0 GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 (D 0 ti 0 0 d U 6 N m 0 N CO 0 0 0 U z 0 Q _ (D � m O U� CO O — U Q ~ z LO N � N CM o a o U h0 N �P Q� Cj 6 1 Q� S2 BT120- 5-600 CL BT120-C-RAILAKDW MATCHLINE: SEE DWG BT120—CMP204 -------- 3 4 \ R=44.1' \ 4 4 3 2 6 \ 6 5 S30 BT120-D14-311 6 6 -RAILAKDW 722+00, R=140.0' 15' LANE 15' LANE LAKE AVE S LAKE 403+00 LAKE 402+00 0 \ `0 i U ILAKDW 722+12 ~ \ 1 MEW W© ti 00 S TC 619+04 18 6 U z I 27 15 24 4 S6 1 BT120-D14-313 25 6 S29 BT120-D14-314 26 6 R5 LAKE 404+00 CL BT120-C-LAKE R=50.0' ©: 5 X31 5 38 0 0 Ln 0 lqt S26 "0 36 3 4 11=71 EA 0 0 �37 C3 0 0 — 0 35 16 30 13 32 ' 12 12 33 0�0 ❑ GENERAL NOTES: KEY NOTES: 11' LANE 10' BIKE LANE � 6 27 10'APART, TYP. 1. SEE SHEET BT120-CMP100 FOR GENERAL INSTALL 4" DOUBLE YELLOW PLASTIC CENTERLINE PER TYP. 2 TY CHANNELIZATION AND SIGNING NOTES. CWSDOT STD PLAN M-20.10-04 MATCHLINE: LAKE STA 405+50 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. O INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD SEE DWG BT120-CMP107 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PLAN M-20.10-04 LEGEND PAVEMENT MARKING POINT TABLES, AND 40 INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD CHANNELIZATION DETAILS. R# PLAN 128 REMOVE SIGN 50 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD S# INSTALL SIGN PLAN M-20.10 BT120-XX-XXX SOUND TRANSIT SIGN CODE (6� !`Q' INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD � \ �NX PLAN 128 N Q.Q'Q.1 EXISTING SIGN 10 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN W 7TH ST M-24.60-04 � PROPOSED SIGN 103 UPDATES TO ROW 1 12 INSTALL BICYCLE LANE SYMBOL PER WSDOT STD PLAN SEE SHEETS M-9.50-02 O PAVEMENT MARKING POINT BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 C13> INSTALL CROSS BIKE PAVEMENT MARKING 780B PER CITY 102 201 107 BT120-RPP201-BT120-RPP205 OF SEATTLE STD PLAN NO 780 202 106 Y CO W 203 J Q (E5 INSTALL 4 WHITE PLASTIC LANE LINE PER WSDOT STD 204 PLAN M-20.10 I' 205 105 � - - N C16'> INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD 101 104 PLAN 127 RY)Y VVA 26 INSTALL 8" WHITE PLASTIC DIAGONAL CROSSHATCH `�° 20 10 0 20 40 MARKING IN 10' WIDE SPACE PER WSDOT STD PLAN co M-24.60-04 1 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING C27% INSTALL WHITE FLEXIBLE GUIDE POST SURFACE MOUNT msippo 11/25/2025 T-433207 PER WSDOT STD PLAN M-40.10-04 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�o� I R\ F- LU 1°=20' STRIDE BUS RAPID TRANSIT DRAWN BY: �'���oF wASyr�\ a Q FILENAME: SOUTH RENTON TRANSIT CENTER0 co BT120-CMP106 �� To U M. ROUGH w J S1-BT120-CMP101-107 BT105 FACILITY ID: r7I r4lDE CHECKED BY: BRT General Engineering Consultant z CONTRACT No.: BT120 o �� 4ssra �o �� SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: LNo 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT � CrsTER � CHANNELIZATION AND SIGNING PLAN 12/10/2024 MR LG MR ISSUED FORBID APPROVED BY: �rIONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 140 1 DATEDSN CHK APP REVISION IM.ROUGH 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 LAKE STA 401 +50 TO LAKE STA 405+50 N T N O O N CU LO O O O T N rr 0- co co O O N Q J Xrefs: FNm xBRT-CUD05-T m xS1-BT120-CAP xS1-BT120-VSF xS1-BT120-VRX xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP O xS1-BT120-CM GB-SEAL-JKH5 rr xS1-BT120-GZK xS1-BT120-CLP GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CPP002 GB-SEAL-BM48810 xS1-BT120-CZN002 0 ti 0 0 a U 6 N m U) 0 N CO 0 0 2 O z 0 Q O � m O U� CO O — U Q ~ Z N � L N CM o a o U LAKE 408+29 KE 408+00 GENERAL NOTES: K O S: LEGEND 1. SEE SHEET BT120-CMP100 FOR GENERAL 05 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD REMOVE SIGN PLAN M-20.10 CHANNELIZATION AND SIGNING NOTES. 1 R# -, `fix 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 12 INSTALL BICYCLE LANE SYMBOL PER WSDOT STD PLAN S# INSTALL SIGN N o 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS M-9.50-02�, PAVEMENT MARKING POINT TABLES, AND BT120-XX-XXX SOUND TRANSIT SIGN CODE W 7TH ST CHANNELIZATION DETAILS. 13 INSTALL CROSS BIKE PAVEMENT MARKING 780B PER CITY 103 OF SEATTLE STD PLAN NO 780 EXISTING SIGN L 26 INSTALL 8" WHITE PLASTIC DIAGONAL CROSSHATCH MARKING IN 10' WIDE SPACE PER WSDOT STD PLAN PROPOSED SIGN M-24.60-04 102 201 107 202 L1O 27 INSTALL WHITE FLEXIBLE GUIDE POST SURFACE MOUNT O PAVEMENT MARKING POINT _ 203 W cl) PER WSDOT STD PLAN M-40.10-04 2044— ' Q 205 � � � 105 � 35 INSTALL 6" WIDE 2' LENGTH 4' SPACING WHITE PAVEMENT — N MARKING 101 104 RACY VVAY �. cc 20 10 0 20 40 cn KEY MAP � SCALE IN FEET DEVELOPMENT ENGINEERING � msippo 11 /25/2025 15 I m Noof T-433208 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�o� I RO F— LU 1°-20' STRIDE BUS RAPID TRANSIT DRAWN BY: ��oF wASy�Y a Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMP107 0 co �� To U m V=—.. M. ROUGH w J S1-BT120-CMP101-107 BT105 FACILITY ID: .RIDE CHECKED BY: BRT General Engineering Consultant z CONTRACT No.: BT120 />� 4s378 �� l� SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT � CrsTER ti CHANNELIZATION AND SIGNING PLAN 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �rIONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 141 1 No. DATE DSN CHK APP REVISION IM.ROUGH 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 LAKE STA 405+50 TO LAKE STA 408+28.91 co N T O O N U C'7 CIO O O 4 N a J N Xrefs: xBRT-CUD05-Ti (� xS1-BT120-CAPI Nt xS1-BT120-VRX xS1-BTP120-VS T xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP O xS 1-BT120-CM N GB-SEAL-JKH5 rr xS1-BT120-GZK xS1-BT120-CLP GB-SEAL-M146 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement LO 0 N 0 N 0- 75 0 N m 0 N M 0 0 J z 0 w ry x w i z LU Q 06 � m o � w U) � Go O Q Q C'M MO z W O U-) 3: N coo a 0 U GENERAL NOTES: 1. SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. MATCHLINE: SFF DWG BT120-CMP103 KEY NOTES: UINSTALL 8" WHITE PLASTIC WIDE LANE LINE PER WSDOT STD PLAN M-20.10-04 LEGEND R# REMOVE SIGN 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. (4) INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD S# INSTALL SIGN PLAN 128 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. 05 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 (6) INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 128 (9) INSTALL TYPE 1 S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 15 INSTALL 4" WHITE PLASTIC LANE LINE PER WSDOT STD PLAN M-20.10-04 16 INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD PLAN 127 (117 INSTALL BUS LANE LEGEND AND CHANNELIZATION PER BUS LANE DETAIL 1 ON BT120-CMD106 02� INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND CHANNELIZATION PER BUS LANE DETAIL 4 ON BT120-CMD106 MATCHLINE: SEE DWG BT120-CMP203 BT1120-xx-xxx SOUND TRANSIT SIGN CODE O EXISTING SIGN PROPOSED SIGN PAVEMENT MARKING POINT N O N a LU V Zo N J V ~ � m Q 0 �0 w w 0) 20 10 0 20 40 34 INSTALL 4" WIDE WHITE PLASTIC LINES WITH IN -FILL KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING (D DIAGONAL LINES AT 450 TO DRIVE AISLE, 2' O.C. msippo 1 1/25/2025 T-433209 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�p� I RO F- LU 1°-20' STRIDE BUS RAPID TRANSIT DRAWN BY: ��oF wASHrN��Y a Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMP201 �� To U M. ROUGH w J S1-BT120-CMP201-205 BT105 FACILITY ID: r)?IDE sF5 rw A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 CHECKED BY: ' BRT General Engineering Consultant z CONTRACT No.: BT120 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT ��� �6ISTER�° �� SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �rj0NAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION AND SIGNING PLAN No. DATE DSN CHK APP REVISION M. ROUGH 10/23/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER 142 A C2� INSTALL 4" PROFILED PLASTIC DOTTED LANE LINE CONSISTING OF MMA PER WSDOT STD PLAN M-20.20-02 Q� PJ SW 7TH STLl 103 1L 102 201 J107 202 �106 203 204 4— 205 � � � 105 Y 101 104 PAD� WAY N cc co co N T N O O N CU M co N O O O N Q J M Xrefs: �YM1 c xBRT-CUD05-TB J xS1-BT120-CAP xS1-BT120-VRX xS1-BTP120-VS T xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP(0 xS1-BT120-CMN GB-SEAL-JKH53 0 xS1-BT120-GZK xS1-BT120-CLP GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement 0 LO 0 N 0 N a 0 N m U) 0 N co co 0 J z 0 w w i 0 LU 06 o m w � Go J Go O Q Q 00 0 LO z W N O N coo a o U MATCHLINE: SEE DWG BT120-CMP204 GENERAL NOTES: KEY NOTES: LEGEND 1. SEE SHEET BT120-CMP100 FOR GENERAL O INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD R# REMOVE SIGN CHANNELIZATION AND SIGNING NOTES. PLAN 128 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. S# INSTALL SIGN N o P��`�� O INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN O Q. �J M-24.40-02 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, Ll BT12o-xx-xXX SOUND TRANSIT SIGN CODE SW 7TH ST PAVEMENT MARKING POINT TABLES, AND 10 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN CHANNELIZATION DETAILS. O 103 M-24.60-04 EXISTING SIGN L 15 INSTALL 4" WHITE PLASTIC LANE LINE PER WSDOT STD PLAN M-20.10-04 PROPOSED SIGN 102 201 107 17 INSTALL BUS LANE LEGEND AND CHANNELIZATION PER 202 106 BUS LANE DETAIL 1 ON BT120-CMD106 O PAVEMENT MARKING POINT _ 203 204 19 INSTALL BUS LANE LEGEND, TRAFFIC ARROWS, AND 4— 205 � � � 105 CHANNELIZATION PER BUS LANE DETAIL 3 ON I� 101 BT120 CMD106 DY 104 RA C31� INSTALL 6" WHITE CROSSWALK MARKINGS, 5' WIDE VVAY N CROSSWALK (OUTSIDE OF STRIPE TO OUTSIDE OF 1 20 10 0 20 40 STRIPE). PAVEMENT MARKING MATERIAL SHALL BE PER y CITY OF RENTON STD PLAN 109. KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 T-433210 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�p� I RO F- LU 1°-20' STRIDE BUS RAPID TRANSIT DRAWN BY: �'���oF wASyrN��Y a Q FILENAME: SOUTH RENTON TRANSIT CENTER0 co BT120-CMP202 w I - �� To U M. ROUGH w J S1-BT120-CMP201-205 BT105 FACILITY ID: r7 I Is �F5 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 CHECKED BY: ' BRT General Engineering Consultant r)?IDE I z CONTRACT No.: BT120 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT ��� �c�6 78 SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �rj�NAL ��C SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION AND SIGNING PLAN No. DATE DSN CHK APP REVISION M. ROUGH 10/23/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 S RENTON TRANSIT CENTER 143 A co N N 0 0 N CU LO V J 0 0 0 T N oC M N O O O N Q J Xrefs: co xBRT-CUD05-TB M xS1-BT120-CAP xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-RPP r xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-CMN O GB-SEAL-JKH53 xS1-BT120-GZK xS1-BT120-CLPC GB-SEALL-MR46 xS1-BT120-GZK010 xS1-BT120-CZN002 0 LO 0 N 0 N U 0 N m U) 0 N M 0 0 J z 0 LU LU I O z LU Q 06 0 m LU 0� U) J m - O 0 Q Q O z r N O N CD o U S13 33 S14 33 S31 33 MATCHLINE: S15 33 S32 33 SEE DWG BT120-CMP201 11.5' LAN E � S33 33 0 o a o S61 1 11.0' 3 16 9.0 9.0 N S62 39 18 BT120-F5-504 *J� N 9.0' 9.0' 9.0' 1 7.7' �' TYP. A :� ......... 5.0' 11.0' A E� �YP�o o a. 11 TYP. S 18 S 17 5 `V �- S36 33 TYP 14 TYP. N 4 16 �� BT120-R1.T-712 0 2 10 BT120-R1(KC)-764 39 17 N ® III p 5 16 25 r rB1 33 d 13- o 0 0 0 o J/JIo 0-R1.D-713 = 24.0' 24.0 24.0 W Z p T120-C6.D-213 24.0' LL J N � � O _ BT120-F1.D-503 S12 3 cy (j m TYP. 14 BT120-R1(KC)-715 5 TYP. BT120-R1(KC)-716Uj V 8 16 ID 20.0' S39 BT120-R1.C-707 J r W TYP. BT120-R1.C-708 1Il t BT120-G5-602 OD = F- W � o S42 2��Ts m g TYP. o Q i V_ RAINIER AND o �o LAKE DWY 0 V_ I t S63 A I W 0 0 - 11 4 11' LANE N I \ S45 0 o S40 L� 12 4 RAj I DW 716+00 � 11 LAN E 6 16 BT120-R1.C-709 1 14 4 BT120-R1.C-710 �� S4 GENERAL NOTES: I ��S - - - 10 3 4 N \ S38 �� - 7 16 1. SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. W 16 8 BT120-R1.C-705 N _ - - 4 13 O S55 ! Q BT120-R1.C-706 - O BT120-G5-603 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. O - - - - o � g 16 � 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, WOW,R=15.0' _ - o0 o y CL BT120-C-RAILAKDW PAVEMENT MARKING POINT TABLES, AND - 4 15 \ rn CHANNELIZATION DETAILS. �2 OcJ A S64 KEY NOTES: (3) INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD Q. S3 PLAN M-20.10-04 BT120 R4 711 _ - � V% BT120-G5-601 C 44 INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD PLAN 128 MATCHLINE: O� INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD SEE DWG BT120-CMP205 5 PLAN M-20.10-04 LEGEND 8 INSTALL TYPE 2SR TRAFFIC ARROW PER WSDOT STD PLAN R# REMOVE SIGN M-24.40-02 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN S# INSTALL SIGN N 5� 009 M-24.40-02 BT120-XX-XXX SOUND TRANSIT SIGN CODE T O SW 7TH S 10 INSTALL WHITE PLASTIC YIELD LINE PER WSDOT STD PLAN M-24.60-04 103 EXISTING SIGN cii INSTALL ACCESS PARKING SPACE SYMBOL (STANDARD) PER WSDOT STD PLAN M-24.60-04 � PROPOSED SIGN 11 102 201 107 (�) INSTALL 4 WIDE WHITE PLASTIC LINES WITH IN -FILL 202 106 DIAGONAL LINES AT 450 TO PARKING STALLS, 2' O.C. PAVEMENT MARKING POINT _ 203 (16) INSTALL 10' WIDE CROSSWALK PER CITY OF RENTON STD 4 204 205 � � 105 01,1111 lip PLAN 27 � 101 104 N 25 O INSTALL ELECTRIC VEHICLE CHARGING SYMBOL PER pDY R O DETAIL 3 ON BT120-CMS107 vpY �O 20 10 0 20 40 33 O INSTALL BOLLARD SIGN POST PER DETAIL 1 ON BT120-CMD101 co KEY MAP SCALE IN FEET 39 INSTALL FIRE LANE NO PARKING LEGEND PER DETAIL 2 ON DEVELOPMENT ENGINEERING BT120-CMS104 A msippo 11 /25/2025 ' T-433211 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH I RO F- w 1if=20' STRIDE BUS RAPID TRANSIT DRAWN BY: �oF wASyrNO a Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMP203 M. ROUGH w J S1-BT120-CMP201-205 BT105 FACILITY ID: sF5 A 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 CHECKED BY: + BRT General Engineering Consultant zLL CONTRACT No.: BT120 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT ��� �CISTER�° �� SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �` /ONAL SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER 144 A No. DATE DSN CHK APP REVISION M. ROUGH 10/23/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co T N O N CU co 0 0 N Q J Xrefs: FNm xBRT-CUD05-TE M xS1-BT120-CAR xS1-BT120-VRX xS1-BTP120-VS T xS1-BT120-RPP xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-CM O GB-SEAL-JKH5 rr xS1-BT120-GZK xS1-BT120-CLP GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement LO 0 N 0 N 0- 75 0 N m U) 0 N co co 0 0 J z 0 w X W I 0 LU 06 r) w �Go J Go _o Qa ti Z_ O O� Y N O N C\O 0 U 5 GENERAL NOTES: 1. SEE SHEET BT120-CMP100 FOR GENERAL CHANNELIZATION AND SIGNING NOTES. v11fp?0S KEY NOTES: 03 INSTALL 4" YELLOW PLASTIC CENTERLINE PER WSDOT STD PLAN M-20.10-04 LEGEND R# REMOVE SIGN 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. 5 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD C&#/ INSTALL SIGN PLAN M-20.10-04 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. A 10/24/2025 MR MS I MR CoR Permit Revisions - CNWD #001 1 06/13/2025 MR DP MR ADDENDUM#1 0 12/10/2024 MR LG MR ISSUED FORBID No. DATE I DSN I CHK APP I REVISION OINSTALL TYPE 1 S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 BT120-XX-XXX SOUND TRANSIT SIGN CODE EXISTING SIGN C3O> INSTALL 4" WHITE PLASTIC CROSSHATCH MARKING PER DETAIL 4 ON BT120-CMD107 PROPOSED SIGN INSTALL 6WHITE CROSSWALK MARKINGS, 5WIDE 31 " ' CROSSWALK (OUTSIDE OF STRIPE TO OUTSIDE OF � PAVEMENT MARKING POINT STRIPE). PAVEMENT MARKING MATERIAL SHALL BE PER CITY OF RENTON STD PLAN 109. DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH SUBMITTED BY: 10/23/2025 1 R. PARGAS MATCHLINE: SEE DWG BT120-CMP202 QLU J sr.RIDE M)l0_ co W J =) BRT General Engineering Consultant z " SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 x Q� PJ SW 7TH ST 103 1L 102 201 107 202 106 203 204 4 205 105 I. RADY 101 104 vVAY cfl co SCALE: 1 "=20' FILENAME: S1-BT120-CMP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL CHANNELIZATION AND SIGNING PLAN S RENTON TRANSIT CENTER W W T-433212 DRAWING No.: BT120-CMP204 FACILITY ID: BT120 SHEET No.: REV: 145 A co N T N O O N CU co co N O O O N Q J Xrefs: (� xBRT-CUD05-TB M xS1-BT120-CAP xS1-BT120-VRX xS1-BTP120-VS xS1-BT120-RPP T xS1-BT120-CMP xS1-BT120-CPP xS1-BT120-CMN 6 GB-SEAL-JKH53 fr xS 1-BT120-GZK xS1-BT120-CLPC GB-SEAL-MR46 xS1-BT120-GZK010 xS1-BT120-CZN002 Sewer Easement 0 N 0 N 6 N m U) 0 N M O 0 J z 0 w ry X W LU Z 06 o m w � co J co O Q Q z 6i Y N O N coo a o U GENERAL NOTES: KEY NOTES: LEGEND 1. SEE SHEET BT120-CMP100 FOR GENERAL (4) CHANNELIZATION AND SIGNING NOTES. 2. SEE SHEETS BT120-CMS101-104 FOR SIGN SCHEDULES. O 3. SEE SHEETS BT120-CMD101-107 FOR SIGN DETAILS, PAVEMENT MARKING POINT TABLES, AND CHANNELIZATION DETAILS. INSTALL 16" WHITE STOP BAR PER CITY OF RENTON STD PLAN 128 INSTALL 4" WHITE PLASTIC EDGE LINE PER WSDOT STD PLAN M-20.10-04 INSTALL TYPE 2SR TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-02 INSTALL TYPE 1S TRAFFIC ARROW PER WSDOT STD PLAN M-24.40-04 MATCHLINE: R# REMOVE SIGN S# INSTALL SIGN BT120-XX-XXX I SOUND TRANSIT SIGN CODE EXISTING SIGN PROPOSED SIGN O PAVEMENT MARKING POINT 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 ='� T-433213 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH _�p� I RO F- LU 119-20' STRIDE BUS RAPID TRANSIT DRAWN BY: ��oF wASyrN��Y a Q FILENAME: SOUTH RENTON TRANSIT CENTERrWl BT120-CMP205 To U M. ROUGH w J S1-BT120-CMP201-205 BT105 FACILITY ID: r.RIDE A 10/24/2025 MR MS MR CoR Permit Responses - CNWD #001 CHECKED BY: s, F` BRT General Engineering Consultant z L` NDTRAN �T CONTRACT No.: BT120 1 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT ��� �clsTER�° �� Sov S RTA/CN 0205-24 CIVIL SHEET No.: REV: 0 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �rjONAL ��C SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION AND SIGNING PLAN No. DATE DSN CHK APP REVISION M. ROUGH 10/23/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 S RENTON TRANSIT CENTER 146 A x Q� PJ SW 7TH ST 103 1L 102 201 107 202 106 203 204 205 � � 105 Y 101 104 RAD � vVAY �. cfl co co T N 0 0 N CU LO V J 0 0 0 0 T rr n t co J N O O O N Q J Xrefs: co xBRT-CUD05-TB S1-BT120-CMP1 S1-BT120-CMP2 GB-SEAL-MR46 GB-SEAL-BM488 T O 0 0 75 U 0 N_ H m U) 0 N co It 0 J z Q 0 w ry x w I CD z w 06 om W 0fU) J m -O Qa 0 N z 0 O N M o U PROPOSED SIGNS SIGN NO. SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET SIGN )W1IDTH (/ SIGN (H 1EIGHT \ / INSTALLATION REMARKS S1 PRIMARY LINK Al (ST) BT120-Al-003 RAINIER 202+17.35 71.39' RT 36" 68" SEE DETAIL 2 ON BT120-CMD101 FOR FOOTING. SIGN AND POST TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. STOP SIGN R1-1 30" 30" S2 RAILAKDW 721+51.66 19.59' RT GUIDE SIGN G5 (ST) BT120-G5-600 24" 36" G5 SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. DO NOT ENTER R5-1 30" 30" EXCEPT TRANSIT SPECIAL 1 40" 12" MOUNT BELOW R5-1. SEE BT120-CMS104 SIGN DETAIL 1. S3 S TC 618+35.25 22.07' RT ONE WAY R6-1 R 36" 12" MOUNT BELOW SPECIAL 1 ONE WAY R6-1 L 36" 12" MOUNT ON BACKSIDE OF R6-1 R DO NOT ENTER R5-1 30" 30" EXCEPT TRANSIT SPECIAL 1 40" 12" MOUNT BELOW R5-1. SEE BT120-CMS104 SIGN DETAIL 1. S4 S TC 618+35.25 18.71' LT ONE WAY R6-1 R 36" 12" MOUNT BELOW SPECIAL 1 ONE WAY R6-1 L 36" 12" MOUNT ON BACKSIDE OF R6-1 R STOP SIGN R1-1 30" 30" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT RIGHT LANE MUST TURN RIGHT R3-5R 30" 36" SEE NOTE 5 MOUNT BELOW R1-1 S5 N TC 518+06.57 17.98' RT DO NOT ENTER R5-1 30" 30" SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-5R WRONG WAY R5-1A 36" 24" SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-5R AND BELOW R5-1 STOP SIGN R1-1 30" 30" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT LEFT LANE MUST TURN LEFT R3-51- 30" 36" SEE NOTE 5 MOUNT BELOW R1-1 S6 N TC 518+05.95 18.96' LT DO NOT ENTER R5-1 30" 30" SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-51- WRONG WAY R5-1A 36" 24" SEE NOTE 5 MOUNT ON BACKSIDE OF R1-1 AND R3-51- AND BELOW R5-1 S7 U TURN PERMITTED R2-15 NTC 512+34.65 21.81' RT 24" 30" S8 U TURN PERMITTED R2-15 S TC 613+00.05 24.60' LT 24" 30" DO NOT ENTER R5-1 30" 30" SEE NOTE 4 EXCEPT TRANSIT SPECIAL 1 40" 12" SEE NOTE 4 MOUNT BELOW R5-1. SEE BT120-CMS104 SIGN DETAIL 1. S9 N TC 510+73.35 30.87' LT ONE WAY R6-1 R 36" 12" SEE NOTE 4 DO NOT ENTER R5-1 30" 30" SEE NOTE 4 S 10 S TC 610+61.32 20.89' RT WRONG WAY R5-1A 36" 24" SEE NOTE 4 MOUNT BELOW R5-1 S11 PARKING RESTRICTIONS R1.0 (ST) BT120-R1.E-714 S TC 613+11.66 131.43' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION RESERVED ELECTRIC FLEET VEHICLE ONLY AND RESERVED SECURITY AND POLICE PARKING ONLY SIGNS. TWO SIGNS ON SIGN POST BACK TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. R1.D (ST) BT120-R1.D-713 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S12 PARKING RESTRICTIONS R1 (KC) BT120-R1(KC)-715 BT120-R1(KC)-716 S TC 613+11.42 140.43' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION TWO RESERVED KC METRO MAINT SIGNS. TWO SIGNS ON SIGN POST BACK TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S13 RESERVED PARKING R7-801 S TC 612+03.97 61.50' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S14 RESERVED PARKING R7-801 S TC 612+17.98 61.50' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S15 RESERVED PARKING R7-801 S TC 612+32.99 61.50' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION VAN ACCESSIBLE R7-801A 12" 6" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION MOUNT BELOW R7-801 PARKING RESTRICTIONS R1.B (ST) BT120-R1.B-703 12" 18" SEE DETAILS 1 AND 2 ON SIGN TO BE PROCURED AND INSTALLED BY SOUND S16 S TC 612+93.60 36.10' RT BT120-CMD102 FOR FOOTING AND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT ST PARATRANSIT B 1 7 3 (ST) 18" 24" SIGN POST. WITH SOUND TRANSIT. SPEED LIMIT 10 R2-1 24" 30" MOUNT ABOVE R5-1 S 17 S TC 611 +49.23 82.88' RT DO NOT ENTER R5-1 30" 30" MOUNT BELOW R2-1 YIELD R1-2 36" 36" S 18 S TC 611 +26.65 82.28' RT DO NOT ENTER R5-1 30" 30" MOUNT ON BACKSIDE OF R1-2 A 10/24/2025 MR MS IMR CoR Permit Responses - CNWD #001 1 06/13/2025 MR DP MR ADDENDUM#1 0 12/10/2024 MR LG MR ISSUED FORBID No. DATE I DSN I CHK APP I REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH SUBMITTED BY: 10/23/20251 R. PARGAS NC)TFS- 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. K 3 11 k" A R DEVELOPMENT ENGINEERING msippo 11 /25/2025 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS, AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTFD_ SCALE: STRIDE BUS RAPID TRANSIT I-- W NTS Q FILENAME: SOUTH RENTON TRANSIT CENTER ,frJ?IDE Lco W S1-BT120-CMS101-104 BT105 J BRT General Engineering Consultont � SDUwTmNSIT CONTRACT No.: CIVIL RTA/CN 0205-24 SIGN SCHEDULE 1DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 112/10/2024 112/10/2024 PROPOSED T-433214 DRAWING No.: BT120-CMS101 FACILITY ID: BT120 SHEET No.: REV: 147 A C'7 N 0 N CU H H H N d C'7 C'7 N O O O 4 N Q J N Xrefs: xBRT-CUD05-TB (� S1-BT120-CMP1 S1-BT120-CMP2 GB-SEAL-MR463 T GB-SEAL-BM488 O rr 0 0 co U 0 N m co 0 N co co 0 O U U z ry 0 CD D O ry Q _ 75 �m o cf)I � m _ O Q o z N � LO ci o a o U PROPOSED SIGNS SIGN()W1IDTH SIGN SIGN NO. SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET INSTALLATION REMARKS / (H 1EIGHT \ / BICYCLE PARKING C6.D (ST) 17" 44" SEE NOTE 5, BASE OF SIGN TO BE MOUNT ON PROPOSED STREET LIGHT. SIGNS TO BE BT120-C6.D-213 2'-0" ABOVE ADJACENT SIDEWALK PROCURED AND INSTALLED BY SOUND TRANSIT. S 19 S TC 611 +01.08 97.90' RT CONTRACTOR TO COORDINATE INSTALLMENT WITH F1.D (ST) SEE DETAIL 1 ON BT120-CMD103 FOR BICYCLE BT120-F1.D-503 1211 1211 LIGHT POLE ATTACHMENT SOUND TRANSIT. MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET D14 (ST) LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY S20 PEDESTRIAN DIRECTIONAL BT120-D14-315 N TC 511+00.23 21.73' LT 17" 28" SEE NOTE 5 BT120-D14-316 SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND S21 PARKING RESTRICTIONS R1.B (ST) S TC 611+73.97 36.10' RT 12" 18" TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT BT120-R1.B-700 WITH SOUND TRANSIT. CROSSING LOOK BOTH WAYS R3 (3- 1 24" 24" MOUNT R3 FACING TRANSIT CENTER AND R1.B ON BT120-R3-761 A.S BACKSIDE OF R3. SIGN TO BE PROCURED AND INSTALLED S22 TC 612+18.92 36.50' RT R1.B (ST) , BY SOUND TRANSIT. CONTRACTOR TO COORDINATE PARKING RESTRICTIONS BT120-R1.B-701 12" 18" INSTALLMENT WITH SOUND TRANSIT. S23 YIELD R1-2 S TC 617+85.12 19.93' LT 36" 36" YIELD R1-2 36" 36" S24 S TC 617+89.88 31.69' RT ONE WAY R6-1L 36" 12" MOUNT BELOW R1-2. MOUNT SIGNS ON PROPOSED STREET LIGHT. TWO SIGNS D14 (ST) BACK TO BACK TO BE PROCURED AND INSTALLED BY S25 PEDESTRIAN DIRECTIONAL BT120-D14-317 S TC 612+49.29 18.60' RT 17" 28" SEE NOTE 5 BT120-D14-318 SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S26 SPEED LIMIT 15 R2-1 LAKE 404+63.97 27.17' LT 24" 30" SEE DETAIL 2 ON BT120-CMD101 AND SIGN TO BE PROCURED AND INSTALLED BY SOUND S27 FACILITY A5 (ST) LAKE 400+46.87 46.08' LT 96" 16" DETAIL 3 ON BT120-CMD102 FOR TRANSIT ON FOOTINGS. CONTRACTOR TO COORDINATE BT120-A5-002 FOOTING AND LAYOUT. INSTALLMENT WITH SOUND TRANSIT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND D14 (ST) TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT S28 PEDESTRIAN DIRECTIONAL BT120-D14-309 LAKE 400+70.48 38.70' LT 17" 28" WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK BT120-D14-310 TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND D14 (ST) TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT S29 PEDESTRIAN DIRECTIONAL BT120-D14-313 LAKE 404+27.57 22.70' LT 17" 28" WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK BT120-D14-314 TO BACK. SIGNS TO BE PROCURED AND INSTALLED BY SOUND D14 (ST) TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT S30 PEDESTRIAN DIRECTIONAL BT120-D14-311 RAILKDW 721+70.82 22.73' LT 17" 28" WITH SOUND TRANSIT. TWO SIGNS ON SIGN POST BACK BT120-D14-312 TO BACK. RESERVED PARKING R7-801 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S31 S TC 612+54.99 61.50' RT VAN ACCESSIBLE R7-801A 12" 6" SEE DETAIL 1 ON BT120-CMD101 FOR MOUNT BELOW R7-801 BOLLARD SIGN POST INSTALLATION S32 RESERVED PARKING R7-801 S TC 612+69.99 61.50' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR BOLLARD SIGN POST INSTALLATION S33 RESERVED PARKING R7-801 S TC 612+83.99 61.50' RT 12" 18" SEE DETAIL 1 ON BT120-CMD101 FOR L S P I L O M ANDATORY T MOVEMENLANE S34 R3-5R RAINIER 205+98.75 63.64' LT 30" 36" SEE NOTE 5 INSTALL ON PROPOSED STREET LIGHT POLE. CONTROL S35 YIELD R1-2 LAKE 401 +17.81 35.78 36" 36" R1.T (ST) 1211 18" SEE DETAIL 1 ON BT120-CMD101 FOR RESERVED ELECTRIC FLEET VEHICLE ONLY AND BT120-R1.T-712 BOLLARD SIGN POST INSTALLATION RESERVED KC METRO MAINT. TWO SIGNS ON SIGN POST S36 PARKING RESTRICTIONS S TC 613+11.90 122.44' RT BACK TO BACK. SIGNS TO BE PROCURED AND INSTALLED R1 (KC) 1211 18" SEE DETAIL 1 ON BT120-CMD101 FOR BY SOUND TRANSIT. CONTRACTOR TO COORDINATE BT120-R1(KC)-764 BOLLARD SIGN POST INSTALLATION INSTALLMENT WITH SOUND TRANSIT. REGULATORY R4 (ST) 24" 36" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. SIGNS TO BE BT120-R4-711 PROCURED AND INSTALLED BY SOUND TRANSIT. S37 RAINIER 204+00.46 78.19' RT G5 (ST) CONTRACTOR TO COORDINATE INSTALLMENT WITH GUIDE SIGN BT120-G5-601 24" 36" SEE NOTE 5 SOUND TRANSIT. R1.0 (ST) MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET S38 PARKING RESTRICTIONS BT120-R1.C-705 RAINIER 204+33.88 142.63' RT 12" 18" SEE NOTE 5 LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. CONTRACTOR TO COORDINATE BT120-R1.C-706 INSTALLMENT WITH SOUND TRANSIT. MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET R1.0 (ST) S39 PARKING RESTRICTIONS BT120-R1.C-707 S TC 612+44.71 140.86' RT 12" 18" SEE NOTE 5 LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY BT120-R1.C-708 SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. MOUNT TWO SIGNS BACK TO BACK ON PROPOSED STREET R1.0 (ST) LIGHT. SIGNS TO BE PROCURED AND INSTALLED BY S40 PARKING RESTRICTIONS BT120-R1.C-709 S TC 612+98.39 186.31' RT 12" 18" SEE NOTE 5 BT120-R1.C-710 SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. NC)TFS- 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. 2 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. 3 UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. 4 REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. 5 REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. 6 CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS, AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS DEVELOPMENT ENGINEERING OTHERWISE NOTED. 1 msippo 11 /25/2025 AK.Al T-433215 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH ���1 RoU LU NTs STRIDE BUS RAPID TRANSIT DRAWN BY: �� wnsHl���' Q Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMS102 �� To U U) M. ROUGH frJ?IDE w J � �� S1-BT120-CMS101-104 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant Z CONTRACT No.: BT120 o� �� 46378 �� y�v SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: L06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT ��s CIsTERti SIGN SCHEDULE 12/10/2024 MR LG MR ISSUED FORBID APPROVED BY: I0NAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 148 1 DATEDSN CHK APP REVISION M. ROUGH 6/12/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 1 PROPOSED co N T 0 N CU H H H co N O O O Q J N co Xrefs: xBRT-CUD05-TB S1-BT120-CMP1 S1-BT120-CMP2 GB-SEAL-MR46 r GB-SEAL-BM488 I O _D CD cn 75 U 0 N H m cn CD N co co NT CD 0 J z Q 73 0 w ry x w I (D z w o06 wm Q� C/)I J CO —O Q? co (� N z Y L N c� o U PROPOSED SIGNS SIGN SIGN SIGN NO. SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET INSTALLATION REMARKS r)WIDTH (HEIGHT S41 STOP SIGN R1-1 S TC 613+23.74 216.78' RT 30" 30" STOP SIGN R1-1 30" 30" S42 RAILAKDW 716+05.07 16.44' RT SIGN TO BE PROCURED AND INSTALLED BY SOUND G5 (ST) GUIDE SIGN 24" 36" TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT BT120-G5-602 WITH SOUND TRANSIT. MOUNT TWO SIGNS BACK TO BACK ON PROPOSED R1.0 (ST) S43 PARKING RESTRICTIONS BT120-R1.C-717 RAINIER 203+00.64 221.67' RT 12" 18" SEE NOTE 5 STREET LIGHT. SIGNS TO BE PROCURED AND INSTALLED BT120-R1.C-718 BY SOUND TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. SIGNS TO BE PROCURED AND INSTALLED BY SOUND S44 AUTHORIZED PERSONNEL ONLY R1.J (ST) RAILAKDW 717+30.71 15.30' RT 12" 18" TRANSIT. CONTRACTOR TO COORDINATE INSTALLMENT BEYOND THIS POINT BT120-R1.J-704 WITH SOUND TRANSIT. STOP SIGN R1-1 30" 30" S45 RAINER 204+43.12 65.93' RT RIGHT LANE MUST TURN RIGHT R3-5R 30" 36" MOUNT BELOW R1-1 MOUNT ON PROPOSED STREET LIGHT. SIGNS TO BE R1.0 (ST) PROCURED AND INSTALLED BY SOUND TRANSIT. S46 PARKING RESTRICTIONS BT120-R1.C-719 RAINER 203+54.32 80.33' RT 12" 18" SEE NOTE 5 CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. MOUNT ON EXISTING STREET LIGHT. SIGN TO BE S47 REGULATORY R4 (ST) RAINER 202+25.59 77.75' RT 24" 36" SEE NOTE 5 PROCURED AND INSTALLED BY SOUND TRANSIT. BT120-R4-724 CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. JA 1 10/24/2025 1 MR I MS I MR J CoR Permit Revisions - CNWD #001 0 12/10/2024 MR ILG 1MR IISSUEDFORBID INo. I DATE I DSN I CHK I APP I REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH SUBMITTED BY: 10/23/20251 R. PARGAS TES: SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR STANDARD SIGN CODES. REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL POLES AND MAST ARMS. UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER WSDOT STD PLAN G-24.50-05. REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 FOR SIGN INSTALLATION. REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS, AND MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTED. SCALE: STRIDE BUS RAPID TRANSIT w NTS sr)?IDE co FILENAME: SOUTH RENTON TRANSIT CENTER F)l co w J S1-BT120-CMS101-104 BT105 BRT General Engineering Consultant J " SOUNDTRANSIT CONTRACT No.: CIVIL RTA/CN 0205-24 SIGN SCHEDULE 1DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 PROPOSED T-433216 DRAWING No.: BT120-CMS103 FACILITY ID: BT120 SHEET No.: REV: 149 A C'7 N O N CU H H H T N C'7 C'7 N O O I N Q J N Xrefs: co xBRT-CUD05-TB co S1-BT120-CMP S1-BT120-CMP2 GB-SEAL-MR46 GB-SEAL-BM488 O Q� ~ SIGN NO. SIGN DESCRIPTION SIGN CODE R3 (ST) ALIGNMENT STATION PROPOSED SIGNS SIGN WIDTH SIGN OFFSET (X) HEIGHT (y) INSTALLATION REMARKS MOUNT ON PROPOSED STREET LIGHT. SIGN TO BE PROCURED AND INSTALLED BY SOUND TRANSIT. 3'-4" 5" 2'-7" 5" _ EE C :EP:T TRANSIT] N � U S60 CROSSING LOOK BOTH WAYS N TC 515+27.75 19.40' LT 24" 24" SEE NOTE 5 _ BT120-R3-763 CONTRACTOR TO COORDINATE INSTALLMENT WITH SOUND TRANSIT. S61 BICYCLE LOCKER INFORMATION F5 (ST) S TC 610+87.63 55.59' RT 18" 12" SIGN TO BE PROCURED AND INSTALLED ON BICYCLE COLORS BT120-F5-504 LOCKER BY SOUND TRANSIT. S62 SPEED LIMIT 10 R2-1 S TC 613+33.01 73.35' RT 24" 30" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) LO O S63 SPEED LIMIT 10 R2-1 S TC 613+21.06 183.94' RT 24" 30" SPECIAL 1 SIGN DETAIL /0'�l O SCALE: 1" = 10" BT120-CMS101 O S64 SPEED LIMIT 10 R2-1 S TC 611+61.09 236.79' RT 24" 30" SEE NOTE 5 MOUNT ON PROPOSED STREET LIGHT. ' T N A REMOVAL SIGNS NOTES: 1 SEE MUTCD, WSDOT SIGN FABRICATION MANUAL, AND SIGN WIDTH SIGN HEIGHT SOUND TRANSIT CUSTOMER SIGNAGE MANUAL FOR SIGN NO. SIGN DESCRIPTION SIGN CODE ALIGNMENT STATION OFFSET (X) (y) REMARKS STANDARD SIGN CODES. 2 REFER TO TRAFFIC SIGNAL PLANS FOR SIGNAGE ON SIGNAL REMOVE AND RESET ON PROPOSED STREET LIGHT AT R1 PHOTO ENFORCED EX GRADY 155+99.27 32.98' LT EX. EX. GRADY STA 155+87.33 37.84' LT. POLES AND MAST ARMS. C'7 C� R2 SPEED LIMIT 15 EX LAKE 404+66.63 42.05' LT EX. EX. 3 UNLESS OTHERWISE NOTED, SIGN INSTALLATION IS PER O WSDOT STD PLAN G-24.50-05. O STOP SIGN R1-1 O R3 RAINIER 205+85.67 61.47' LT EX. EX. 4 REFER TO CITY OF RENTON SECTION G STANDARD PLAN 129 MANDATORY MOVEMENT LANE CONTROL R3-5R FOR SIGN INSTALLATION. Q R4 PEDESTRIAN SIGN EX LAKE 400+35.17 26.88' LT EX. EX. 5 REFER TO WSDOT STD PLAN G-30.10-04 FOR SIGN INSTALLATION ON STREET LIGHT POLE. J R5 SPEED LIMIT 15 EX LAKE 404+45.62 39.98' LT EX. EX. 6 CONTRACTOR TO INSTALL FOOTINGS, SIGN POSTS, AND R6 PHOTO ENFORCED EX GRADY 151+74.92 32.85' LT EX. EX. REMOVE AND RESET ON PROPOSED STREET LIGHT AT MOUNTING HARDWARE AT LOCATIONS WHERE SIGNS ARE GRADY STA 151+70.04 31.66' LT. PROCURED AND INSTALLED BY SOUND TRANSIT UNLESS OTHERWISE NOTED. FOC CURB z 1' 3" 1' 3" TYP TYP TYP TYP 3' TYP 1' TYP WHITE PAVEMENT LETTERS, TYP CO C� 0 23'-8" 0 U 0 N H m FIRE LANE NO PARKING DETAIL 2 SCALE: 1" = 1" BT120-CMS203 0 NOTE: z WHITE PAVEMENT LETTERS SHALL CONSIST OF METHACRYLATE (MMA) , OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. w X W I Q w DEVELOPMENT ENGINEERING o m T-433217 msippo 11 /25/202515 w -j m DESIGNED BY: I R SCALE: STRIDE BUS RAPID TRANSIT DRAWING No.: C) M. ROUGH `� DU Lu NTS Q of WASHI �� Q Q BT120—CMS104 Q ; DRAWN BY: �� �� r.RIDEFILENAME: SOUTH RENTON TRANSIT CENTER 111 - ?o U cn z M. ROUGH w J S1-BT120-CMS101-104 BT105 FACILITY ID: LN 10/24/2025 MR MS MR CoR Permit Revisions - CNWD #001 CHECKED BY: BRT General Engineering Consultant LL N T�►N �T CONTRACT No.: BT120 LO 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERTsTER�� w Sov D S RTA/CN 0205-24 CIVIL SHEET No.: REV: ci 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: I�NAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION DETAILS 150 A CD v DATE DSN CHK APP REVISION M. ROUGH 10/23/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N Xrefs: co xBRT-CUD05-T M S1-BT120-CMP S1-BT120-CMP GB-SEAL-MR46 T GB-SEAL-BM48 ti 0 _o U 0 N_ I- m co CD co M O O U U Z_ w w c� Z m w c w m U Q U) m m 0 — U 0� o Z M _ Y — O 04 c' 0 U No 1 4" SCH 40 GALV STEEL POST LEIS NEEDED. INSTAL SPECIFICATIONS- 6" 0 SCH 40 STEE FROM MFR. FILL COMMERCIAL C( PAINT STEEL PIF FINISHED GF CONCRETE FOOTING COMMERCIAL CONCR N WEI 8"x8"x 1 /2" BASE P 1-% t", n -r Ph A 1-% ECURELY MOUNT SIGN TO POST WITH 16" GALVANIZED FASTENERS. 18" DIAM. ROUND FOOTING 18" A SECTION A NITS - BOLLARD SIGN POST DETAIL SCALE: 1" = 1' 12/10/2024 1 MR I LG I MR I ISSUED FOR BID DATE IDSN ICHK 1APP IREVISION SQUARE FOOTING BASE PLATE BT120-CMS101 BT120-CMS102 DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH 0 13/16" N -19 N 00 ti 2'-0" DIA. 2'-0" DIA. C'7 N 7" r N C) 11/16" 5/8" ID _ 11/16" 0 N Nt .. U CID LO LO a - - - - - - - - - - ---- --------- (OD ----- - •00 (y) . ,p h, . M00 (} ---- =-- - © -- - i=--•tom - `:--�- \, - -- © -- - •' ' 9 9 D co (0 :. ------- --- : -�- -. ------\U------- 0 ; :4-- - ; = - t.. '. E LO .. M r V-4 1/4" DIA. PLAN VIEW 1. 7" DRILLED FOOTING - Al AND A5 11/16" NTS 5 5/8" ID 11/16" A VERTICAL SUPPORT FOR Al (BY OTHERS) 0 5" SCHEDULE 40 ALUMINUM PIPE INTO BASE AND SECURED WITH SET ----------- SCREWS, PAINT METALLIC SILVER P8 � I � I R=1/8" i B SET SCREWS (BY OTHERS) � I � I 1/2-13 x 3/4" STAINLESS STEEL SOCKET � I SET SCREWS SECURED WITH LOCK-TITE I I I I C LARGE BASE - CD-9 (BY OTHERS) I I CAST ALUMINUM BASE WITH FOUR (4) I I SLOTTED HOLES FOR ANCHORS, PAIN R=1/4" METALLIC N R=1 /8"- I I SILVER P8 I I I I D ANCHORS FOUR (4) 5/8" DIA. x 24" MIN. EMBED STAINLESS STEEL ANCHOR BOLTS AND PENTA-NUT SET WITH TEMPLATE I I 0 •. .'� •• f III III E REBAR (3) #3 HOOP TIES @ 4" O.C. (6) #4 VERTICAL TIES F DOUBLE NUT I , VERTICAL SECTION VIEW Al DRILLED FOOTING WITH LARGE CAST BASE Al NITS SUBMITTED BY: 12/02/2024 R. PARGAS BT10101 DRILLED FOOTING DETAIL NITS IM)l sr.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH BT105-CMS101 BT105-CMS102 2'-0" DIA. V-4 1/4" DIA. 7" 11/16" 1 5 5/8" ID 11/16" 0 A VERTICAL SUPPORT FOR A5 (BY OTHEF 5" SCHEDULE 40 ALUMINUM PIPE -------- 4 INTO BASE AND SECURED WITH SET SCREWS, PAINT METALLIC SILVER P8 R=1/8 i i B SET SCREWS (BY OTHERS) 1/2-13 x 3/4" STAINLESS STEEL SOCKET SET SCREWS SECURED WITH LOCK-TITE C LARGE BASE - CD-9 (BY OTHERS) N ti i i CAST ALUMINUM BASE WITH FOUR (4) 00 R-1/4" i i SLOTTED HOLES FOR ANCHORS, PAIN METALLIC SILVER P8 D ANCHORS _ FOUR (4) 5/8" DIA. x 9" MIN. EMBED CIAc P STAINLESS STEEL ANCHOR BOLTS AND N ; ; PENTA-NUT SET WITH TEMPLATE h —z w III—� w •.�Lj OE REBAR ' h C)(3) #3 HOOP TIES @ 4" O.C. -1 O (6) #4 VERTICAL TIES F DOUBLE NUT BT120-CMS101 BT120-CMS102 SCALE: NITS Q J - Q U FILENAME: U) w U) J S1-BT120-CMD101-107 Z J- S CONTRACT No.: OUNDTRANSIT RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 VERTICAL SECTION VIEW A5 DRILLED FOOTING WITH LARGE CAST BASE ( B � NITS BT105-CMS102 DEVELOPMENT ENGINEERING � N� msippo 11 /25/2025 T-433218 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CMD101 BT105 FACILITY ID: BT120 CIVIL SIGN DETAILS SHEET No.: REV: 151 0 co N 0 0 I 4 N Q J Xrefs: xBRT-CUD05-TB22x34 S1-BT120-CMP101-107 S 1-BT120-CM P201-205 GB-SEAL-MR46378 GB-SEAL-BM48810 ti O_ U N_ H m 1 U) O N_ M 0 0 O U z 0 Lu Lu (D a z a Luca Lu 06 O m a I 00 00 —O a rn (� z o Y O 0 Lj No •• 3'-011 r— — — — — — — - -- — -- ,--,—,—,,--,---- �� A . •. 1 CD co ._ .:. . . HORIZONTAL SECTION VIEW NTS 3'-011 V-2" DIA. 5 5/16" 5/8" 14 1 / 16" ID 5/8" 4" OD . 0 VERTICAL SUPPORT FOR E3 (BY OTHERS) 3 1/2" SCHEDULE 40 ALUMINUM PIPE WELDED TO BASE AT TOP AND BOTTOM B SMALL POST BASE CD-36 (BY OTHERS) CAST ALUMINUM BASE WITH FOUR (4) SLOTTED -IDLES FOR ANCHORS, PAINT METALLIC SILVER P8 C ANCHORS FOUR (4) 5/8" DIA. x 6" MIN. EMBED STAINLESS STEEL ANCHOR BOLTS AND PENTA-NUT SET WITH TEMPLATE N D DOUBLE NUT oil — III I III U REBAR (3) #3 EACH WAY E 5? <,'�/ G I..L - a coLu J U VERTICAL SECTION VIEW NTS E3 THICKENED SLAB FOOTING NTS 12/10/2024 MR JLG IMR JISSUEDFORBID DATE I DSN I CHK I APP I REVISION B) FRAME (BY OTHERS) PORCELAIN PANELS (BY OTHERS, SIGN LOCATION IN SIGN SCHEDULE VERTICAL SUPPORT FOR A5 A rt (BY OTHERS) 8'-9" 4'-4 1/2" M rt 4'-4 1/2" D) PANEL STIFFENERS (BY OTHERS) 8'-0" PORCELAIN P, NEL (BY OTHERS) G CAST CUFF BRACKET (BY OTHERS) I -fi-----------------rr--------------------n---------- ----- n-------------------- rr--- --------------t-I ---------- -----------------44--------------------+----------� ---------++--------------------+----------------�- I II I II II I II II I II I !Irt II I II II II II I II II I II II II II I II II I II II II II I II I II II II II I 1 I 11 11 I I 11 1 11 I I 11 I I 11 tl 1I I; 18 11-4 II 11-I 1 4 II - II 11-4 1I-4 8 II I II II II I 1 II I 1 II 1 111 1 II 1 II 1 1 11 +------L-----------L�----L—------------u1----------------1—J�--------------L-----J1---------J--------F� -------------------- ---L---------------- ---------- ------- ------------------ L----------------J-------- \1 3 1/2" 3 1%2" 2 BT105 CMD101 7'-7" SUB FRAME �J I I I I I E SUB FRAME ST-123 (BY OTHERS) I I I II I I I I . I FINS ST-104 (BY OTHERS) F ) 5/8� A5 LAYOUT DETAIL NTS �Qo VERTICAL SECTION VIEW B NTS BT105-CMS101 N--� DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH 3 A� VERTICAL SUPPORT FOR E3 (BY OTHERS) 3 1/2" SCHEDULE 40 ALUMINUM PIPE WELDED TO BASE AT TOP AND BOTTOM SMALL POST BASE CD-36 (BY OTHERS) CAST ALUMINUM BASE WITH FOUR (4) SLOTTED HOLES FOR ANCHORS, PAINT METALLIC SILVER P8 r1 6i m E3 SMALL POST BASE — CD-36 NTS SCALE: 11?0 w mw NTS pF WASy� Q Q srqIDE FILENAME: u/i w J S1-BT120-CMD101-107 4 BRT General Engineering Consultant J " SOUNDTRANSIT CONTRACT No.: ST �� ��w RTA/CN 0205-24 NAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 12/02/2024 R. PARGAS 112/10/2024 1 J. ALTCHECH 112/10/2024 12/10/2024 N 0 00 0 CO u J bo co 00 Lo Lo 4 31 /32" 4 1/16" 4 31 /32" 3, PLAN VIEW B NTS - BT105-CMS101 T-433219 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL SIGN DETAILS DEVELOPMENT ENGINEERING msippo 11 /25/2025 U1 DRAWING No.: BT120-CMD102 FACILITY ID: BT120 SHEET No.: REV: 152 0 C'7 N TT O N CU C'7 N O O O I 4 Q J N Xrefs: xBRT-CUD05-TB co S1-BT120-CMP1 S1-BT120-CMP2 1 GB-SEAL-MR463 T GB-SEAL-BM488 W W Q 00 WE 7 M M Oi N ti 0 _O 75 U 0 N H m CO O N CO c'7 It 0 73 O U U Z_ ry r) 2 W W CD Q Z Q ry 00 06 m I CO m O U Q O Z Y >y a_ U Xrefs: (� xBRT-CUD05-TB co S1-BT120-CMP1 S1-BT120-CMP2 GB-SEAL-MR463 GB-SEAL-BM488 T O rr 15- ti 0 0 0 U 0 N m co 0 N co co O O U U z_ ry 2 2 U D O ry = 75 C� O co co m -O U Q¢ m U "? z o Y >O N a o U BT120-CMP101 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 GRADY 150+91.42 6.14' LT MATCH EXISTING STRIPING 2 GRADY 150+91.41 17.10' LT MATCH EXISTING STRIPING 3 GRADY 150+78.60 35.83' LT BEGIN 4 GRADY 150+72.55 42.24' LT BEGIN 5 GRADY 150+96.28 48.80' LT END 6 GRADY 150+91.08 56.04' LT END 7 RAINIER 200+66.34 36.60' RT)\/IATCH EXISTING STRIPING 8 RAINIER )N 201+30.57 - 36.54' RT -2 MATCH EXISTING STRIPING 1 BT120-CMP107 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 LAKE 406+59.28 11.06' LT END 2 LAKE 406+48.80 15.39' LT BOTTOM OF ARROW 3 LAKE 406+42.79 19.76' LT BOTTOM OF ARROW 4 LAKE 406+66.35 17.55' LT BEGIN 5 LAKE 407+16.35 17.55' LT END 6 LAKE 407+26.96 11.06' LT BEGIN 7 LAKE 407+76.50 20.48' LT END 8 LAKE 406+61.00 12.56' LT END 9 LAKE 407+28.85 12.55' LT BEGIN 10 LAKE 407+77.09 22.52' LT END 11 LAKE 407+20.35 21.84' LT BEGIN 12 LAKE 407+28.35 21.87' LT END 13 LAKE 407+20.36 13.34' LT BEGIN 14 LAKE 407+28.36 13.37' LT END 2 06/27/2025 MR DP IMR ADDENDUM#2 1 06/13/2025 MR DP MR ADDENDUM#1 0 12/10/2024 MR LG MR ISSUED FORBID No. DATE DSN CHK APP i REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH BT120-CMP102 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 RAINIER 205+46.2 3 1' LT CENTER OF SYMBOL 2 RAINIER 205+44.84 25.58' L BEGIN 3 RAINIER 1 205+44.65 14.71' LT BEGIN 4 RAINIER 206+23.25 74.23' LT CENTER OF ARROW 5 RAINIER 206+02.96 63.32' LT BEGIN 6 RAINIER 206+27.60 64.30' LT END 7 RAINIER 206+00.99 53.64' LT BEGIN 8 RAINIER 206+18.96 53.65' LT END 9 RAINIER 206+35.43 40.66' LT BEGIN 10 RAINIER 206+30.85 28.18' LT END 11 RAINIER 206+31.03 16.92' LT END 12 RAINIER 206+26.87 13.45' RT BEGIN 13 RAINIER 1 205+86.70 25.61' RT BEGIN 14 RAINIER 206+26.36 25.48' RT END 15 RAINIER 1 205+86.46 36.48' RT )B EGIN 16 RAINIER 206+26.50 36.39' RT END 17 RAINIER 206+92.40 54.86' LT BEGIN 18 RAINIER 207+17.57 55.36' LT END 19 RAINIER 207+59.22 43.99' LT BEGIN 20 RAINIER 207+76.13 44.58' LT BEGIN 21 RAINIER 207+77.84 2.32' RT END 22 RAINIER 207+78.01 10.55' LT BEGIN 23 RAINIER 207+78.49 1.29' RT BEGIN 24 RAINIER 207+88.10 4.96' LT END OF SYMBOL 25 RAINIER 207 09 14 ' RT BEGIN 26 RAINIER 1 208+33.32 4.74' RT END 27 RAINIER 7+ .67 25. RT GI 28 1 NOT USED 29 RAI IER 205+44.41 1.23' LT EGIN 30 RAINIER 20 1.23 5.48' LT END 31 RAINIER 1 205+86.93 14.76' RT BEGIN 32 RAINIER 206+26.21 14.62' RT END 33 RAINIER 205+74.72 4.50' LT PC 34 H I Z>M9+02.73 9.08' RT BEGIN 35 1 NOT USED 36 A +79. 8 0.39' RT END CENTERLINE 37 HARDIE 309+05.92 0.00' T BEGIN SUBMITTED BY: 06/19/2025 R. PARGAS .5 rJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH Q Q U C/) U) W J J J U- SouNDTRANSIT DATE: 12/10/2024 BT120-CMP103 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 RAINIER 208+61.66 7.32' LT END OF SYMBOL 2 RAINIER 209+32.53 14.77' LT END 3 RAINIER 209+82.67 2.93' LT AP 4 RAINIER 210+84.96 14.15' LT END SCALE: NTS FILENAME: S1-BT120-CMD101-107 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 FDEVELOPIMENT ENGINEERING T-433221 o 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CMD104 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: CHANNELIZATION DETAILS 154 o N T N O O N CU H H H N d c N O O O 4 N Q J N Xrefs: xBRT-CUD05-TB co S1-BT120-CMP1 S 1-BT120-CMP2 GB- SEAL -MR46 T GB-SEAL-BM488 F�0 C7 0 ti CD 0 0 75 U 0 N m U) CD co co CD J z Q 75 0 w w I z w Q 3 06 o m � UI J m -o Q? LO (D z Y O N co o U BT120-CMP106 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 LAKE 401+59.97 25.10' LT BEGIN 2 LAKE 401+62.80 37.24' LT BEGIN 3 LAKE 401+61.21 41.58' LT BEGIN 4 LAKE 401+84.89 44.95' LT END STOP BAR/ BEGIN CENTERLINE 5 LAKE 402+12.07 41.08' LT END 6 LAKE 402+17.60 29.54' LT END 7 S TC 618+39.11 18.99' RT BEGIN 8 S TC 618+50.13 21.06' RT BEGIN 9 S TC 618+38.43 0.00' T E N D 10 S TC 618+33.14 15.45' LT BEGIN 11 S TC 618+38.73 18.49' LT END 12 S TC 618+49.71 18.61' LT END 13 S TC 618+34.13 27.52' LT BEGIN 14 N TC 518+04.60 27.41' RT BEGIN 15 LAKE 403+50.81 26.00' LT BEGIN 16 LAKE 403+61.81 26.00' LT BEGIN 17 LAKE 403+50.37 13.19' RT END 18 LAKE 403+61.38 13.19' RT END 19 LAKE 403+50.01 0.00' T END 20 LAKE 403+62.07 0.00' T BEGIN 21 N TC 518+04.03 15.06' RT BEGIN 22 N TC 518+09.07 16.16' RT BEGIN 23 N TC 518+20.08 16.05' RT BEGIN 24 N TC 518+03.88 14.99' LT END 25 N TC 518+10.62 15.78' LT END 26 N TC 518+21.59 21.84' LT E N D 27 N TC 518+04.22 0.00' T E N D 28 LAKE 405+04.07 0.01' LT BEGIN 29 LAKE 404+80.32 23.08' LT BEGIN 30 LAKE 405+02.13 17.54' LT END 31 LAKE 405+13.76 11.07' LT BEGIN 32 LAKE 405+29.74 19.75' LT BOTTOM OF ARROW 33 LAKE 405+35.73 15.40' LT BOTTOM OF ARROW 34 LAKE 404+86.32 51.32' LT BEGIN 35 LAKE 404+97.33 38.29' LT END 36 LAKE 404+91.95 48.38' LT END STOP BAR/ BEGIN CENTERLINE 37 LAKE 404+92.83 60.73' LT END 38 LAKE 405+15.33 12.58' LT BEGIN 39 LAKE 404+85.24 42.03' LT BEGIN BT120-CMP205 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 RAINIER 202+60.74 66.02' RT BEGIN 2 RAINIER 202+44.79 65.62' RT END 3 RAINIER 202+50.79 76.11' RT CENTER OF ARROW A 10/24/2025 MR MS I MR CoR Permit Responses - CNWD #001 1 06/13/2025 MR DP MR ADDENDUM#1 0 12/10/2024 MR LG MR ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH BT120-CMP201 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 RAINIER 207+78.66 48.67' RT END 2 N TC 510+81.88 20.97' LT BEGIN 3 N TC 510+81.93 0.00' T BEGIN 4 N TC 510+92.16 2.03' LT END OF SYMBOL 5 N TC 512+11.74 0.01' RT END 6 N TC 512+12.21 15.00' LT BEGIN 7 N TC 512+12.21 15.00' RT END 8 N TC 512+23.22 15.00' LT BEGIN 9 N TC 512+23.22 15.00' RT END 10 N TC 512+23.74 0.00' T BEGIN 11 N TC 512+45.89 27.48' RT BEGIN 12 N TC 512+45.87 38.59' RT BEGIN 13 N TC 512+88.48 27.48' RT END 14 N TC 512+88.50 38.59' RT END 15 RAINIER 207+81.23 36.22' RT BEGIN 16 NOT USED 17 RAINIER 206+27.37 48.43' RT END 18 RAINIER 206+37.51 48.53' RT END 19 S TC 610+71.58 15.01' RT END 20 S TC 610+84.18 17.34' LT BEGIN 21 S TC 610+83.30 0.00' T BEGIN 22 S TC 610+81.32 15.00' RT END 23 S TC 610+93.30 0.00' T END OF SYMBOL 24 S TC 612+12.81 0.00' T END 25 S TC 612+13.46 15.00' LT BEGIN 26 S TC 612+13.25 15.00' RT END 27 S TC 612+24.37 15.00' LT BEGIN 28 S TC 612+24.86 0.00' RT BEGIN 29 S TC 612+24.37 15.00' RT END 30 S TC 613+04.27 15.18' LT BEGIN 31 S TC 613+03.85 0.00' T END 32 S TC 613+04.27 15.00' RT END 33 S TC 613+15.28 15.00' LT BEGIN 34 S TC 613+15.82 0.00' T BEGIN 35 S TC 613+15.28 15.00' RT END 36 S TC 611 +70.83 48.50' RT BEGIN 37 S TC 612+39.33 48.50' RT END 38 S TC 612+44.65 39.50' RT BEGIN 39 S TC 612+49.33 48.50' RT BEGIN 40 S TC 613+12.79 48.50' RT END 41 S TC 612+83.79 48.50' RT BEGIN 42 S TC 613+06.79 48.50' RT BEGIN SUBMITTED BY: 10/23/2025 R. PARGAS DATE: 12/10/2024 SrRIDE BRT General Engineering Consultant REVIEWED BY: J. ALTCHECH Q J - Q U cn cn W J J SOUNDTRANSIT DATE: 12/10/2024 A BT120-CMP202 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 N TC 515+34.90 15.00' LT BEGIN 2 N TC 515+34.90 0.00' T E N D 3 N TC 515+34.90 15.00' RT END 4 N TC 515+45.87 15.00' LT BEGIN 5 N TC 515+45.87 0.00' T BEGIN 6 N TC 515+45.87 15.00' RT END 7 N TC 516+89.66 0.01' RT END OF SYMBOL 8 N TC 517+68.81 27.56' RT BEGIN 9 S TC 617+98.20 27.47' LT BEGIN 10 S TC 617+92.17 15.13' LT END 11 S TC 617+78.27 0.00' T END OF SYMBOL 12 S TC 617+60.15 39.87' RT BEGIN 13 S TC 617+85.24 31.69' RT END 14 S TC 616+46.54 49.75' RT END BT120-CMP203 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 S TC 611+30.68 82.39' RT BEGIN 2 S TC 611 +45.97 82.79' RT E N D 3 S TC 612+44.01 60.00' RT END 4 S TC 612+43.49 80.47' RT BEGIN 5 S TC 612+42.85 104.50' RT END 6 S TC 612+40.38 197.87' RT BEGIN 7 S TC 612+41.62 221.94' RT E N D 8 S TC 613+65.54 184.66' RT BEGIN 9 S TC 613+67.19 206.21' RT END 10 RAILAKDW 716+05.55 0.00' T BEGIN 11 RAILAKDW 716+05.55 11.00' LT END 12 S TC 613+21.46 200.50' RT BEGIN 13 S TC 613+22.92 212.41' RT END 14 RAINIER 204+39.37 66.05' RT BEGIN 15 RAINIER 204+22.78 66.14' RT END 16 RAINIER 204+29.39 77.60' RT CENTER OF ARROW 17 S TC 613+89.65 124.83' RT CENTER OF LEGEND 18 S TC 613+97.87 83.32' RT CENTER OF LEGEND BT120-CMP204 PAVEMENT MARKING POINT TABLE POINT NO. ALIGNMENT STATION OFFSET DESCRIPTION 1 S TC 614+04.55 56.10' RT BEGIN 2 S TC 614+04.18 60.90' RT BEGIN 3 S TC 614+25.37 55.41' RT END 4 S TC 614+25.24 50.92' RT END 5 S TC 616+45.05 54.25' RT END 6 S TC 614+15.61 122.14' RT BEGIN 7 S TC 616+25.05 119.72' RT END SCALE: NTS FILENAME: S1-BT120-CMD101-107 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL CHANNELIZATION DETAILS T-433222 DEVELOPMENT ENGINEERING msippo 11 /25/2025 DRAWING No.: BT120-CMD105 FACILITY ID: BT120 SHEET No.: REV: 155 A M N T 0 C) N CU H H H T N C'7 C'7 N O 0 0 I N Q J N Xrefs: xBRT-CUD05-TB M S1-BT120-CMP1 S1-BT120-CMP2 GB-SEAL-MR46 T GB-SEAL-BM48 ti 0 0 n U 6 N m U7 O N coco 0 r) 73 O U U Z_ rY 0 Q D O ry _ 75 C� � m O CO � 00 _ O Q CD z N � Lo N o a o U LANE WIDTH LANE WIDTH - SEE NOTE 1. TYP ................................. .... 4 -0 X 6 -0 BLOCKOUT WITHOUT PAINT. TYP SEE NOTE 2. TYP ONLY 6' 6' oil LANE WIDTH co LANE WIDTH ..... ONLY ONLY � m........... ... . . . . . . . . . c co M 6' 6' 0 co LANE WIDTH NLY LANE WIDTH BUS LANE DETAIL 1 BUS LANE DETAIL 2 BUS LANE DETAIL 3 BUS LANE DETAIL 4 SCALE: 1" = 5' BT120-CMP106 SCALE: 1" = 5' BT120-CMP102 SCALE: 1" = 5' BT120-CMP202 SCALE: 1" = 5' BT120-CMP201 BT120-CMP201 BT120-CMP103 NOTES: 1 FHWA APPROVED RED COLOR FOR BUS LANES MUST BE USED WITH MMA. 2 FOR APPLICATION ON CEMENT CONC PVMT, LEGENDS PER T-433223 DETAIL 1 ON BT120-CMD107 MUST HAVE A 5'-0" X 3'-0" COLOI BLACK THERMOPLASTIC BACKGROUND. PROVIDE 6" 1 MINIMUM GAP BETWEEN THERMO LEGENDS AND RED MMA. DEVELOPMENT ENGINEERING I msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: M. ROUGH � I noU wM NTs STRIDE BUS RAPID TRANSIT DRAWN BY:oF NASgI���Y Q Q FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CMD106 � U) 5M. ROUGH w J S1-BT120-CMD101-107 BT105 FACILITY ID: r.RIDEVG=" CHECKED BY: BRT General Engineering Consultont u- SDl1NDrRAN$IT CONTRACT No.: CIVIL BT120 6378 [No 06/13/2025 MR DP MR ADDENDUM#1 L. GILBERT �� ��0 STY, ��� RTA/CN 0205-24 SHEET No.: REV: 12/10/2024 MR LG MR ISSUED FOR BID APPROVED BY: �`"ONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: CHANNELIZATION DETAILS 156 1 DATE DSN CHK APP REVISION M. ROUGH 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co N T N O O N U co C'7 N O O O N Q J N co Xrefs: xB RT-CU D05-TB S1-BT120-CMP1 S 1-BT120-CM P2 GB-SEAL-MR46 T GB-SEAL-13M488 I O rr I I-- 15- ti 0 0 0 U 0 N m co O N co co 0 0 O U U z ry 0 CD D ry Q _ 75 c� � m O CO CO _O (D z N ry LO c o a o U 4" 0 5' 4'-10" 5' 9m 10" 6" 8.5" a "BUS ONLY" DETAIL FOR COLOR BLACK THERMOPLASTIC BACKGROUND SCALE: 1" = 1' 1 06/13/2025 MR DP IMR ADDENDUM#1 0 12/10/2024 MR LG IMR ISSUED FOR BID No. DATE DSN CHK I APP REVISION n BT120-CMP102 BT120-CMP103 BT120-CMP106 BT120-CMP201 BT120-CMP202 SEE NOTE 2 on "BUS ONLY" DETAIL ON RAINIER AVENUE S SCALE: 1" = 1' DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: L. GILBERT APPROVED BY: M. ROUGH BT120-CMP102 N%-� F'7 us SUBMITTED BY: 6/12/2025 R. PARGAS .m ELECTRIC VEHICLE CHARGING DETAIL SCALE: 1" = 0.5' IM)l .5r.RIDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH TERM MARK ELEMI TRIPE BT120-CMP203 Quj J � U) W J J SoUNDTRANSIT DATE: 12/10/2024 NO S: 1 FOR APPLICATION ON CEMENT CONC PVMT, LEGENDS PER DETAIL 1 ON BT120-CMD107 MUST HAVE A 5-0" X 3'-0" COLOR 1 BLACK THERMOPLASTIC BACKGROUND. PROVIDE 6" 11 MINIMUM GAP BETWEEN THERMO LEGENDS AND RED MMA./ 2 DEVELOPMENT ENGINEERING ' % msippo 11 /25/2025 SCALE: NTS FILENAME: S1-BT120-CMD101-107 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 LEGENDS PER CITY OF SEATTLE STD. PLAN 730. T-433224 fnRA\A/INC; Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL CHANNELIZATION DETAILS BT120-CMD107 FACILITY ID: BT120 SHEET No.: REV: 157 1 C'7 N N O O N U H H H T N rr 0- N Xrefs: (� xBRT-CUD05-TB M GB-SEAL-RJH43 T O rr C� 0 0 z J U 0 N H m O N 7— CO co 0 O z Q X w z O Qw . 06 Lmi O CO _O �a rn z >O N a o U 1 06/13/2025 OW RT I RH ADDENDUM #1 12/10/2024 OW RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON LEGEND*: EXISTING NEW - - - - - - - - - - - - - - - - - - - - - - 1 ST LUMINAIRE MOUNTED ON METAL POLE 0-0 COR AND ST PEDESTRIAN LUMINAIRE AND POLE C4#-- �!� TYPE III MAST ARM yy m TYPE 1 JUNCTION BOX H r ijjjngjW 43665 �GISTfR V IDNAI �SUBMITTED BY: 6/12/2025 R. PARGAS z 0 TYPE 2 JUNCTION BOX in m TYPE 5 JUNCTION BOX ❑� TYPE 8 JUNCTION BOX ON CONCRETE PAD 1 Q PSE SERVICE POINT - - - CONDUIT —OE OVERHEAD POWER XO CONSTRUCTION NOTE OPOLE NUMBER XX WIRE NOTE 1 * SEE SHEETS BT120-GZN001-BT120-GZN007 FOR GENERAL SYMBOLS AND LEGEND SCALE: Q J NTS Q FILENAME: 4,5r4IDE (n co w J S1-BT120-CLN101 BRT General Engineering Consultant zLL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ILLUMINATION PLAN LEGEND T-433225 DEVELOPMENT ENGINEERING msippo 11 /25/2025 %ill DRAWING No.: BT120-CLN101 FACILITY ID: BT120 SHEET No.: REV: 186 1 C'7 N T N 0 N CU LO 0 0 0 0 0 T rr n co co N O O O N Q J Xrefs: co xBRT-CUD05-T co xS1-BT120-VSF xS1-BT120-CAP xS1-BT120-VRX GB-SEAL-RJH4 T xS1-BT120-CPP xS1-BT120-CMP xS1-BT120-CDP O xS1-BT120-TSP xS1-BT120-CLP xS1-BT120-APP xS1-BT120-LHP xS1-BT120-LPP001 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK020 xS1-BT120-TIP001 xS1-BT120-CZN002 0 0 0 a J U 6 N m U) 0 N CO 0 0 'O z w Z O Q W 06 Z 00 LU O 00 O - U �a o z N � N a o U I I � I � I I I I � I , — — L -- --- --- - -- - - - _ • P- • — , n I — — P .- I ewe 5 WIF I ♦ I I W o I I I I I 103 / � ♦ I I � •Or I I 1 i I II i t � I li ii ii it --- — L--- L_J L—_JL—J CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE S s s s s s s 1"=20' DRAWING SETS NOT USED S1-BT120-CLP102 NOT USED S1-BT120-CLP104 S1-BT120-CLP105 S1-BT120-CLP106 NOT USED CROSS REFERENCING OF DRAWINGS BASE SHEET TITLE 201 202 (ED 204 (ED 1"=20' DRAWING SETS S1-BT120-CLP201 S1-BT120-CLP202 S1-BT120-CLP203 S1-BT120-CLP204 S1-BT120-CLP205 or 70 �'�� ► 1�10 IF � � � 1 � /tom // / ������ � • ill �t ♦ C� .' . IF IF -.,��� a,►. �, 1 _SOUTH DRIVEWI 102 .. AN Ak� pit im 14m Ulf 1 r, I 1 1 I I I I f L JA� I I I 1 1 I I I I I Lem I I j I I I I , • I co HA Lu `j 106 i / GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH WSDOT STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO APWA STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, SOUND TRANSIT GUIDELINES, CITY OF RENTON STANDARDS WITHIN CITY ROW, AND THESE PLANS. 2. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 3. EXISTING ROADWAY ILLUMINATION SYSTEMS WITHIN THE PACKAGE LIMITS WILL BE MAINTAINED AND PROTECTED UNLESS OTHERWISE NOTED ON THESE PLANS. 4. LIGHT POLES IN CITY OF RENTON RIGHT-OF-WAY WILL BE LOCATED ACCORDING TO CITY OF RENTON STANDARD PLANS 117.1, 117.2 AND 124, AND THESE PLANS. 5. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL INVESTIGATE UTILITIES PRIOR TO ANY FOUNDATION EXCAVATION AND CONDUIT TRENCHING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD BEFORE PERFORMING ANY UNDERGROUND WORK. CARE SHALL BE EXERCISED WHEN EXCAVATING, TRENCHING, OR BORING NEAR ANY EXISTING UTILITIES. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 8. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED DURING AND THROUGHOUT CONSTRUCTION. UPDATES TO ROW 1 SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 IIIIII! N 80 40 0 80 160 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 T-433226 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA HUT w 1°-so' STRIDE BUS RAPID TRANSIT �� F WASH ��f�' Q U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CLP100 DRAWN BY: Q' � � R. SNELLINGS w S1-BT120-CLP100 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: CIVIL BT120 1 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU ,� 43665 ww RTA/CN 0205-24 SHEET No.: REV: ISTFO 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: ��ONAL ����� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ILLUMINATION PLAN AREA PLAN AND GENERAL NOTES 187 1 No. DATE DSN ICHK JAPP I REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 1 • o - pY WA sGRA� I I 104 N I I l to AREA MAP ill =80' 1 (I co N O N U co O O O N Q J N Xrefs: (Y� xS1-BT120-CPPO xS1-BT120-VRXO xS1-BT120-CDPO 1 xS1-BT120-TSPO xS1-BT120-CLP0T xS1-BT120-APP2 xS1-BT120-LHP01 xS1-BT120-LPP06 xS1-BT120-CMP xBRT-CUD05-TB xS1-BT120-GZKO xS1-BT120-CAPO xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZKO10 xS1-BT120-TIP001 xS1-BT120-CZN002 N O a J 6 N m 0 N c—o 0 0 O z X w (D Z U Q W 06 Z m LLJ 0 CO _o �a coz CD_ N v N a o U GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEET BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE SIGNAL SHEET BT120-TSD101 FOR LUMINAIRES ON SIGNAL POLES AND 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 06/13/2025 OW RT I RH ADDENDUM #1 12/10/2024 OW RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION 1 Ivi11%1 Vf7L11VG. SEE DWG BT120-CLP203 CONSTRUCTION NOTES: UINSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2' LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. 10 INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. 11 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. 1 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 13 MAINTAIN AND PROTECT EXISTING LIGHT POLE, LUMINAIRE ARM, LUMINAIRE, AND FOUNDATION. 17 PROPOSED PSE POWER SOURCE LOCATION. COORDINATE FINAL SERVICE CONNECTION WITH PSE REPRESENTATIVE. REFERENCE PSE CUSTOMER DRAWING FOR ELECTRICAL ORDER #104364659. 19 REMOVE EXISTING LIGHTING CONDUCTORS. EXISTING CONDUIT TO REMAIN AS SPARE. 20 REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, BRACKET ARM, AND LUMINAIRE. REMOVE EXISTING LIGHT POLE FOUNDATION AND ASSOCIATED CONDUIT AND WIRING. 21 PROTECT IN PLACE EXISTING JUNCTION BOX. REMOVE EXISTING LIGHTING CONDUCTORS SOUTH TO NEAREST JUNCTION BOX. 22 PROTECT IN PLACE EXISTING SPARE CONDUIT. DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H r ijjjngjW 43665 �GISTER� V IDNAI �SUBMITTED BY: 6/12/2025 R. PARGAS MATCHLINE: SEE DWG BT120-CLP201 29 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 30 LUMINAIRE ON SIGNAL MAST ARM POLE. SEE TRAFFIC SIGNAL SHEETS BT120-TSD101, BT120-TSD102 AND BT120-TSS101 THROUGH BT120-TSS104 FOR DETAILS. 1 I 103 I L I I 102 201 — 107 SC1O 203 204 J Q 205 105 101 104 III GR DY l� WAY c! TRANSPORTATION OPERATION CBarnes 12/01 /2025 SCALE: J 1 "=20' Q Q FILENAME: 4,5r,RIDE (n co w J S1-BT120-CLP102 BRT General Engineering Consultant Z-L " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 1 T-433227 InRAWIN(, Nn STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ILLUMINATION PLAN RAINIER STA 204+00 TO RAINIER STA 208+50 BT120-CLP102 FACILITY ID: BT120 SHEET No.: REV: 188 1 C'7 N T N 0 0 N CU co N O O 1 N Q J Xrefs: FcNo xS1-BT120-CPP coxS1-BT120-VRX xS1-BT120-CDP xS1-BT120-TSP xS1-BT120-CLP T xS1-BT120-APP xS1-BT120-LHP xS1-BT120-LPP 0 xS1-BT120-CMP xBRT-CUD05-TB xS1-BT120-GZK xS1-BT120-CAP xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZKO10 xS1-BT120-TIP001 xS1-BT120-CZN002 C� 0 co O 4 O a J O N m 0 N co co Nt O 0 O z x w (D z Q W Z 06 �mi O CO _o � Q co U O z N v N N >> a o U MATCHLINE: MATCHLINE: SEE DWG BT120-CLP205 SEE DWG BT120-CLP204 GENERAL NOTES: CONSTRUCTION NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEET BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND 6. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 06/13/2025 OW RT I RH ADDENDUM #1 12/10/2024 OW RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OREMOVE LIGHT POLE, FOUNDATION, LUMINAIRE, AND ALL ASSOCIATED WIRING/CONDUIT TO SPLICE POINT. 71 CONTRACTOR TO PROVIDE 14 DAY NOTICE TO CITY OF RENTON POLICE -J DEPARTMENT, PATROL SERVICES FOR REMOVAL OF RED LIGHT CAMERA EQUIPMENT, INCLUDING ASSOCIATED SIGNING AT THE INTERSECTION - CONTACT INFO: STEVE MORRIS, 425-430-7597, SMORRIS@RENTONWA.GOV. RENTON PD WILL REINSTALL IN APPROXIMATELY THE SAME LOCATION. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2' LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. 1 10 INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. 1 i (27 D-ESPIOT, f 29 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H r ijjjngjW 43665 �GISTfR V IDNAI �SUBMITTED BY: 6/12/2025 R. PARGAS 1 QLu 4,VrJ?IDE J co_ co J BRT General Engineering Consultant zLL SOUNDTRANSI DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 In O Ar li J V 0 N H m 0 0 W W U) T 20 10 0 20 4FMDEVESLiCPMENT 0 SCALE IN FEET ENGINEERING } po 11 /25/2025 T-433228 InRAWIN(, Nn 1"-20' STRIDE BUS RAPID TRANSIT FILENAME: SOUTH RENTON TRANSIT CENTER S 1-BT120-CLP 104-106 BT 105 CONTRACT No.: RTA/C N 0205-24 CIVIL DATE: ILLUMINATION PLAN 12/10/2024 GRADY STA 151 +00 TO GRADY STA 156+50 KEY MAP TRANSPORTATION OPERATION CBarnes 12/01 /2025 Yffim BT120-CLP104 FACILITY ID: BT120 SHEET No.: REV: 189 1 C'7 N T N 0 0 N CU LO V J 0 0 0 0 T rr n co co N O O O 4 N Q J co Xrefs xSl- S 1-BT120-CPP xS1-BT120-VRX xS1-BT120-CDP xS1-BT120-TSP T xS1-BT120-CLP xS1-BT120-APP xS1-BT120-LHP O xS1-BT120-LPP 0 xS 1-BT120-CM P xBRT-CUD05-T xS1-BT120-GZK 1 xS1-BT120-CAP001 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 co O 4 O J O N m 0 N co co O 0 0 z X W U z O Q W 06 z m Lu O CO O — U �a c0 O O z N � N N a o U O Cfl � r �I �—j cl) UI oQ W ?� Zp J W = UJ H C/) a S GRADY WAY PROPOSED R/W GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEET BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND O m EXISTING R/W CONSTRUCTION NOTES: 6. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 rj vk ?" T �GN 120• O� MATC H LI N E : LAKE STA 401 +50 SEE DWG BT120-CLP106 E——_ �_E�----E-----. xoo Q. O 00, so —O— — — 07-0E— --egE-- \—OE ----OE--T OE ----OE---- �ttt�ttmttttt�t�tloe n oe SO i —SD— E --E;EPE -- OE ----OE-- Kati i °----E-- „� m - - ►mw ' / O / I / LAKE 400+00� 1 y I iI GRADY 159+ o o ° CO I GRADY 160+00 GRADY 160+46 m 77 / — — — +- FO FO ' ---- F /--�FO,'---- F�— / -- FO I 1 / O o r0 — — — — F/ —--IF8---� F —7— FO - --- FO --- r /--W-- FO ---is7-7--f1 F�F _.FO --�— FO -- FO FO LAKE 399+48 — ' -- m n, n— SID/ -- SD --- SD I a D0 / rT7 27 SEE ELECTRICAL SHEETS BT120-ESP101, BT120-ESP104, AND BT120-EPS113 FOR CONDUIT WIRING AND CIRCUIT INFORMATION. 29 INSTALL CONCRETE PAD PER CITY OF RENTON STANDARD PLAN 120. 31 INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE POLE BASE. 1 E-----E-----E— FO ---- FC PROPOSED R/W \'" I � A� u I L SW GRAQy ANt '` 103 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 W i v- 20 10 0 20 40 co I MAP r SCALE IN FEET TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/01 /2025 + msippo 11 /25/2025 T-433229 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA HUT w 1"-20' STRIDE BUS RAPID TRANSIT �� F WASH Q U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CLP105 DRAWN BY: Q' 4bV (n co R. SNELLINGS w J S1-BT120-CLP104-106 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: CIVIL BT120 1 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU 43665 <RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: GISTFONAL ����� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ILLUMINATION PLAN No. DATE DSN CHK APP REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 GRADY STA 156+50 TO GRADY STA 160+46.15 190 1 OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OREMOVE LIGHT POLE, FOUNDATION, LUMINAIRE, AND ALL ASSOCIATED WIRING/CONDUIT TO SPLICE POINT. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2' LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. 10 INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. 11 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04. INSTALL CONCRETE PAD EXTENDING 1 FT FROM THE EDGE OF THE JUNCTION BOX. 12 INSTALL SERVICE CABINET FOUNDATION PER CITY OF RENTON STANDARD PLAN 126.1. INSTALL SERVICE CABINET PER CITY OF RENTON STANDARD PLANS 122.1 AND 122.2. 18 PROPOSED PSE POWER SOURCE LOCATION. COORDINATE FINAL SERVICE CONNECTION WITH PSE REPRESENTATIVE. REFERENCE PSE CUSTOMER w _ DRAWING FOR wELECTRICAL ORDER #594162097. w _ _ _ _ _ _ _ ( 1 N N 0 0 N CU 0) 0 0 1 T co co N 0 0 a J N Xrefs: co xS1-BT120-CPP M xS1-BT120-VRX ` J xS1-BT120-CDP xS1-BT120-TSPO xS1-BT120-CLPO T xS1-BT120-APP2 xS1-BT120-LHPO xS1-BT120-LPP0 O xS1-BT120-CMP xBRT-CUD05-TB xS1-BT120-GZK xS1-BT120-CAP 1 xS1-BT120-VSF100 GB-SEAL-RJH43665 xS1-BT120-JCP101 xS1-BT120-EPP101 xS1-BT120-JCP001 xS1-BT120-GZKO10 xS1-BT120-TIP001 xS1-BT120-CZN002 C� 0 co 0 I 4 0 a J 0 N m I 0 N ccoo co 0 0 0 z X w (D z Q u1 . 06 Lmi co 0 CO _0 �a co U o z N v N N >> a o U vQ;`� V tl 44 :3o GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 06/13/2025 OW RT I RH ADDENDUM #1 12/10/2024 OW RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION 1 MATCHLINE: SEE DWG BT120-CLP204 1 \!l l Llll \✓ V V I LL - I L U 11 11 11 Il 11 11 11 1' 1� CONSTRUCTION NOTES: MATCHLINE: SEE DWG BT120-CLP202 �--S TC 619+04 OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OFURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET 10 INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. 13 AI T IN -AD R T C E IS I G IG T O E, L MI A R A M, L MI A , AND FOUNDATION. 14 REMOVE EXISTING LIGHTING JUNCTION BOX. 15 INTERCEPT EXISTING 1" CONDUIT AND CONNECT TO NEW TYPE 2 JUNCTION BOX. SPLICE NEW LIGHTING CONDUCTORS TO EXISTING LIGHTING CIRCUITS. 16 CONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 90 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. 28 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H r ijjjngjW 43665 �GISTER� V IDNAI �SUBMITTED BY: 6/12/2025 R. PARGAS E EXISTING R/W zjU----:jU----D MATCHLINE: NOT USED IN THIS SERIES 015cQ' P -� U I 103 I L I I I 102 201 107 � s 106 y 203 204 Q 205 105 101 104 1 1 sW GRAY J WA y SCALE: Qui 111=20' Q FILENAME: 4,5r,RIDE (n co w J S1-BT120-CLP104-106 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 "6iii� !I I 6666iiii KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING Aoftk� � IL msippo 11/25/2025%dj T-433230 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-CLP106 BT105 FACILITY ID: CIVIL BT120 SHEET No.: REV: ILLUMINATION PLAN LAKE STA 401 +50 TO LAKE STA 405+50 191 1 C'7 N T N 0 0 N U LO V J 0 0 T rr n co co N O O O N Q J Xrefs: (� xS1-BT120-CPP co xS1-BT120-VRX xS1-BT120-CDP 1 xS1-BT120-TSP T xS1-BT120-CLP xS1-BT120-LHP xS1-BT120-LPP 0 xS 1-BT120-CM P xBRT-CUD05-T rr xS1-BT120-GZK xS 1-BT120-CAP xS1-BT120-VSF GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 0 N 0 N a J U 0 N m 0 N co co 0 0 O z w (D Z O Q W Z 00 06 Lu O CO _O �a °O 0 Z N v N N a o U GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 06/13/2025 OW RT I RH ADDENDUM #1 12/10/2024 OW RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION MATCHLINE: NOT USED IN THIS SERIES MATCHLINE: SEE DWG BT120-CLP203 CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OFURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. OINSTALL PEDESTRIAN SCALE LUMINAIRE POLE WITH 2" LUMINAIRE ARM AND FOUNDATION WITH NEW LED FIXTURE PER CITY OF RENTON STANDARD PLAN 117.2. FOUNDATION DEPTH SHALL BE 5' MINIMUM. 10 INSTALL TYPE 2 JUNCTION BOX PER CITY OF RENTON STANDARD PLAN 119. 13 A C I ,L A A , AND FOUNDATION. 1 20 REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, BRACKET ARM, AND LUMINAIRE. REMOVE EXISTING LIGHT POLE FOUNDATION AND ASSOCIATED CONDUIT AND WIRING. 23 REMOVE EXISTING JUNCTION BOX. REMOVE EXISTING LIGHTING CONDUCTORS SOUTH TO NEAREST JUNCTION BOX. DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H r ijjjngjW 43665 �GISTER� V IDNAI �SUBMITTED BY: 6/12/2025 R. PARGAS 1 24 ABANDON EXISTING SPARE CONDUIT. 25 REMOVE EXISTING LIGHTING CONDUCTORS AND ABANDON EXISTING CONDUIT. 26 REMOVE EXISTING JUNCTION BOX. REMOVE EXISTING LIGHTING CONDUCTORS NORTH TO NEAREST JUNCTION BOX. 30 LUMINAIRE ON SIGNAL MAST ARM POLE. SEE TRAFFIC SIGNAL SHEETS BT120-TSD101, BT120-TSD102, AND BT120-TSS101 THROUGH BT120-TSS104 FOR DETAILS. QLu 4,VrJ?IDE J co_ co J BRT General Engineering Consultant zLL SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 1 I ID 0 Lu Lu U) Lu W 7TH ST I 103 I L 102 201 — 107 r 202 106 _ sI co Q L � J Q 205 105 101 � 104 III GR DY l� WAY SCALE: 1 "=20' FILENAME: S 1-BT120-CLP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER T-433231 DRAWING No.: BT120-CLP201 FACILITY ID: BT120 SHEET No.: REV: 192 1 N T N 0 0 N CU LO V J 0 0 0 0 1 T N co co N O O O N Q J Xrefs: co xS1-BT120-CPP M xS1-BT120-VRX xS1-BT120-CDP I xS1-BT120-TSPO T xS1-BT120-CLPO lzt xS1-BT120-LHPO xS1-BT120-LPPO O xS1-BT120-CMP xBRT-CUD05-TB 0 xS1-BT120-GZK xS 1-BT120-CAP xS1-BT120-VSF1 10 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZKO10 xS1-BT120-TIP001 xS1-BT120-CZN002 C� 0 0 N 0 N d J U 0 N m 0 N co co 0 0 'O z X W U Z O Q W 06 Z m Lu O CO O — U �a °O CD Z_ N � N N a o U GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT I I GAN CR UI I F R A 10 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 EXISTING R/W MATCHLINE: SEE DWG BT120-CLP204 CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. 3O REMOVE EXISTING LIGHT POLE FOUNDATION. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OFURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. 28 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. Lti 0. ,J W C� Z_ o J CNI 2 � Vm Q � 0 W W U) UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING Is msippo 11 /25/2025 T-433232 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA HUT F- w rw I119=20' STRIDE BUS RAPID TRANSIT �� F wash ��f�' Q U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CLP202 =) I DRAWN BY: Q' 4bV (n co I I rJ?IDE I R. SNELLINGS w J S1-BT120-CLP201-205 BT105 FACILITY ID: k I ICHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: CIVIL BT120 LNo. 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU ,� 43665 <`� RTA/CN 0205-24 SHEET No.: REV: 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: GISTF�ONAL ����� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ILLUMINATION PLAN IFT S RENTON TRANSIT CENTER 193 1 DATEDSN CHK APP REVISION JR. HUTCHINSON 6/12/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 Nv 5 -;t U I 103 I L I I 1 102 201 I 107 r 202 106 y _ 203 I 204 Q L � J Q 205 105 101 � 104 III GR DY l� WAY c! co T N 0 0 N U LO (3) 0 0 0 0 T C'7 C'7 N O O O N Q J Xrefs: xS1-BT120-CPP �y.� xS1-BT120-VRX CO xS1-BT120-CDP xS1-BT120-TSP xS1-BT120-CLP T xS1-BT120-LHP xS1-BT120-LPP O xS 1-BT120-CM P xBRT-CUD05-T xS 1-BT120-GZK xS1-BT120-CAP xS1-BT120-VSF GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 C� 0 LO 0 N 0 N d J U 0 N m U) 0 N c—o 0 0 O z X W U z O Q w 2 . 06 �ml O CO O — U �a rn z o _ N � N a o U GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT I I G N CR UI I F R ATIO 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 MATCHLINE: SEE DWG BT120-CLP201 Vol MATCHLINE: SEE DWG BT120-CLP205 CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. O3 REMOVE EXISTING LIGHT POLE FOUNDATION. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OFURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING _D msippo 11 /25/2025 '=� T-433233 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA HUT F- w 1°-20' STRIDE BUS RAPID TRANSIT k IF WASH ��f�' Q U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CLP203 DRAWN BY: Q' � � 4,5r4IDE (n co R. SNELLINGS w J S1-BT120-CLP201-205 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z LL SOUNDTRANSIT CONTRACT No.: CIVIL BT120 ILLUMINATION PLAN 1 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU ,� 43665 GISTFRTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: ��ONAL ����� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: S RENTON TRANSIT CENTER 194 1 LNo. DATE DSN CHK APP REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 -V 5 - U I 103 I 1 102 201 — 107 r 202 CO y _ 203 l 204 J Q 205 105 SW 101 � 104 GRAY WA ! y co T N 0 0 N CU L TO VJ 0 0 0 T N co N O O O N Q J Xrefs: FNm xS1-BT120-CPP coxS1-BT120-VRX xS1-BT120-CDP xS1-BT120-TSPO xS1-BT120-CLP0 T xS1-BT120-LHPO xS1-BT120-LPPO xS1-BT120-CMP O xBRT-CUD05-TB xS 1-BT120-GZK xS1-BT120-CAP xS1-BT120-VSF1 GB-SEAL-RJH43665 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZKO10 xS1-BT120-TIP001 xS1-BT120-CZN002 0 0 LO 0 N 0 N d J U 6 N m 0 N c—o 0 0 'O z X w (D Z O Q W Z 00 06 Lu O CO _O �a rn Z 0 N v N a o U SFF o Mq rc wG e H�/H ry?o, ct p?0 s GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT I I G N R UI I F R A 10 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 06/13/2025 OW RT I RH ADDENDUM #1 12/10/2024 OW RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION 1 MATCHLINE: SEE DWG BT120-CLP202 2�5 M G 8-�120 SEE pW CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. O3 REMOVE EXISTING LIGHT POLE FOUNDATION. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OFURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. 28 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H r ijjjngjW 43665 �GISTfR V IDNAI �SUBMITTED BY: 6/12/2025 R. PARGAS CNLINEG`p�05 000000 M G BT 120 SEE pW QLu 4,VrJ?IDE J co_ co J _j BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 -VIA SW 7TU I 103 I 1 102 201 — 107 � I 202 CO _ S ti I 204 Q 205 105 101 104 III GR DY l� WAY c! SCALE: 1 "=20' FILENAME: S 1-BT120-CLP201-205 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 KEY MAP UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippO 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ILLUMINATION PLAN S RENTON TRANSIT CENTER T-433234 DRAWING No.: BT120-CLP204 FACILITY ID: BT120 SHEET No.: REV: 195 1 N T N O O N CU co co O O 4 N Q J Xrefs: xS1BT120CPP CO xS1--BT120--VRX `' J xS1-BT120-CDP xS1-BT120-TSP xS1-BT120-CLP T xS1-BT120-LHP xS1-BT120-LPP xS1-BT120-CMP O xBRT-CUD05-T xS1-BT120-GZK rr xS1-BT120-CAP xS1-BT120-VSF G B-SEAL-RJ H4 xS1-BT120-APP211 xS1-BT120-JCP001 xS1-BT120-EPP101 xS1-BT120-GZK010 xS1-BT120-TIP001 xS1-BT120-CZN002 C� 0 LO 0 N 0 N d J 0 N m U) 0 N c—o 0 0 'O z X W U Z O Q W 2 Z 06 �ml O CO O - U �a rn Z o _ N � N a o U GENERAL NOTES: 1. SEE SHEET BT120-CLP100 FOR ILLUMINATION GENERAL NOTES. 2. SEE SHEET BT120-CLN101 FOR ILLUMINATION LEGEND. 3. SEE SHEET BT120-CLS101 FOR ILLUMINATION WIRING SCHEDULE 4. SEE SHEETS BT120-CLS102 THROUGH BT120-CLS103 FOR ILLUMINATION POLE SCHEDULE. 5. ALL EXISTING ILLUMINATION NOT CALLED OUT TO BE REMOVED SHALL BE MAINTAINED AND PROTECTED. 6. SEE ELECTRICAL SHEETS BT120-ESP101, BT120-EPS104, AND BT120-EPS113 FOR CONDUIT W I G N R UTI F R A 10 7. REFER TO CITY OF RENTON STANDARD PLAN 135 FOR ADDITIONAL TRANSPORTATION NOTES. 1 MATCHLINE: SEE DWG BT120-CLP203 CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH "ALT2" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OCONSTRUCT FOUNDATION AND INSTALL LIGHT POLE WITH DUAL ARM "ALT2" LED LUMINAIRES IN 180 DEGREE CONFIGURATION. SEE ILLUMINATION POLE SCHEDULE. 3O REMOVE EXISTING LIGHT POLE FOUNDATION. OCONSTRUCT FOUNDATION AND INSTALL PEDESTRIAN SCALE POLE WITH "ALT1" LED LUMINAIRE AND ARM. SEE ILLUMINATION POLE SCHEDULE. OFURNISH AND INSTALL ABOVE GRADE LIGHT POLE FOUNDATION. SEE SHEET BT120-SGY403 FOR ADDITIONAL DETAILS. UPDATES TO ROW SEE SHEETS BT120-RPP101-BT120-RPP102 BT120-RPP105-BT120-RPP106 BT1 20-RPP201 -BT1 20-RPP205 20 10 0 20 40 KEY MAP SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 T-433235 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA HUT F- w 1°-20' STRIDE BUS RAPID TRANSIT F WASH ��f�' Q U FILENAME: SOUTH RENTON TRANSIT CENTER4S (n co BT120-CLP205 DRAWN BY: Q' � �rIT R rqIDE R. SNELLINGS w J S1-BT120-CLP201-205 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z LL SOUNDTRANSIT CONTRACT No.: CIVIL BT120 1 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU ,� 43665 ww RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: GISTF�ONAL � SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ILLUMINATION PLAN No. DATE DSN CHK APP REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S RENTON TRANSIT CENTER 196 1 015cQ' P -x U I 103 I 1 102 e_201�— 107 202 C1O s ti I 204 Q L � J Q 205 105 101 �s � III GR DY l� WAY c! co T N 0 0 N CU L TO VJ 0 0 0 0 T rr n cy) co N O O O N Q J N Xrefs: co xBRT-CUD05-TB,m GB-SEAL-RJH43 T O 0 0 co O 0 U) J U 0 N m 11 0 N co co 0 0 O U z x w z U Q W 3 . 06 w ml O 00 O - U �a rn z CD_ N � Ln �N a o U ILLUMINATION WIRING SCHEDULE CONDUCTORS NO. CONDUIT EXISTING SERVICE PEDESTRIAN GROUND REMARKS 1 2" SCH80 PVC 248 148 2 2" SCH80 PVC 1 446 1- 6 2" SCH80 PVC SPARE 3 1" SCH80 PVC *MAINTAIN EXISTING CONDUCTORS 2" SCH80 PVC 2-#6 1-#6 4 2" SCH80 PVC SPARE 2" SCH80 PVC 246 146 5 2" SCH80 PVC SPARE 6 3" SCH80 PVC 342/0 PSE SERVICE CONDUIT, ENSURE ALL PSE REQUIREMENTS ARE MET. SERVICE BREAKER SCHEDULE SERVICE NO: NEW SUA - GRADY STREETLIGHTS REMARKS STATION: GRADE 158+36 DESCRIPTION: SINGLE PHASE/MODIFIED TYPE D/240 VOLT CIRCUIT DESCRIPTION BREAKER RATING VOLTAGE CONTACTOR SIZE LOAD (KVA) A MAIN 200 AMP 240 B ILLUMINATION 20 AMP 240 30 1.3 C ILLUMINATION (SPARE) 20 AMP 240 30 0.1 D SPARE ITS 20 AMP 120 0.1 E GROUND RECEPTACLE 20 AMP 120 0.1 F SMALL CELL BRANCH 60 AMP 240 0.1 G SMALL CELL BRANCH 60 AMP 240 0.1 H CONTROL 15 AMP 120 0.1 I SPARE 20 AMP 120 0.1 J SPARE 20 AMP 120 0.1 K SPARE 20 AMP 120 0.1 PHOTOCELL 30 AMP 120 1.8 HEAT 15 AMP 120 0.1 GFCI 20 AMP 125 0.1 PEAK 3.9 CONTINUOUS 3.9 SERVICE BREAKER SCHEDULE SERVICE NO: NEW SUA - RAINIER AND HARDY REMARKS STATION: RAINIER 206+48 DESCRIPTION: SINGLE PHASE/MODIFIED TYPE D/240 VOLT CIRCUIT DESCRIPTION BREAKER RATING VOLTAGE CONTACTOR SIZE LOAD (KVA) A MAIN 200 AMP 240 B ILLUMINATION 20 AMP 240 30 0.4 C ILLUMINATION 20 AMP 240 30 0.3 D SPARE ITS 20 AMP 120 0.1 E GROUND RECEPTACLE 20 AMP 120 0.1 F SIGNAL (RAINIER/HARDY) 40 AMP 120 3.5 G SPARE AUXILIARY SIGNAL 40 AMP 120 0.1 H SMALL CELL BRANCH 60 AMP 240 0.1 SMALL CELL BRANCH 60 AMP 240 0.1 J CONTROL 15 AMP 120 0.1 K SPARE 20 AMP 120 0.1 L SPARE 20 AMP 120 0.1 M SPARE 20 AMP 120 0.1 PHOTOCELL 30 AMP 120 1.8 HEAT 15 AMP 120 0.1 GFCI 20 AMP 125 0.1 PEAK 6.8 CONTINUOUS 6.8 1 MOUNTI 15' OR 2 DUAL LUMINAIRES, WHERE NOTED ON DRAWINGS VERALL HEIGHT 16' (ALT1) OR 25' (ALT2) OLE SITE LIGHT POLE DETAIL SCALE: NTS 1. SEE JCP SHEETS FOR POLE -MOUNTED CCTV CAMERA DETAILS. 2. SEE CMP AND CMS SHEETS FOR POLE -MOUNTED SIGN DETAILS. TRUE NORTH 24.56" 3" (624 mm) (76 mm) 7.5" (191 mm) SIDE VIEW EMU FRONT VIEW ALT1 LUMINAIRE FIXTURE DETAIL SCALE: NTS 30.06" 3.5" (764 mm) (89 mm) 7.31" (186 mm) ROADWAY/ PED LIGHT POLE ORIENTATION DETAIL SCALE: NTS 2-#8 (B) 1-#8 GND 2-#6 (B) 1-#6 GND 4-#6 (A/B) 1-#6 GND 0-4�8 (B) 3 GND 2-#8 (A) 4-#6 (A/B) 1-#6 GND SIDE VIEW 2-#8 (A) 1-#8 GND 4-#6 (A/B) 4 Cl CC�� FRONT VIEW ALT2 LUMINAIRE FIXTURE DETAIL SCALE: NTS NEW SUA - RAINIER AND HARD" 2-#8 (C) 2-#6 (C) 1-#6 GND 18.44" (468 mm) TOP VIEW 23.44" (595 mm) TOP VIEW PSE SERVICE POINT ►�� 242/0 SERVICE 142/0 G N D / 246 (C) 248 (C) ' 146 GND 148 GND 2-#8 (C) 1-#8 GND 2-#6 (C) 8 4� I 146 GND WIRING SCHEMATIC - RAINIER AVE S & HARDIE AVE SW -3 (A) 3 GND 1-#6 (A/B) 1-#6 GND 148 GND 6�4 148 GND 66 WIRING SCHEMATIC - S GRADY WAY SCALE: NTS SCALE: NTS PSE SERVICE POINT 242/0 SERVICE 1-#2/0 GND - - - - - - - - 2-#8 (B) 148 GND 67 ) NEW SUA - GRADY STREETLIGHTS - 4-#6 (A/B) 1-#6 GND T-433236 2-#8 (A) 1-#8 GND 248 (A) 248 (B) 70 1-#8 GND 1-#8 GND 6:8)68 69 DEVELOPMENT ENGINEERING 69 msippo 11/25/2025 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA HUT w NTS STRIDE BUS RAPID TRANSIT �� F WASH Q U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CLS101 DRAWN BY:r4lDER. SNELLINGS w _j S1-BT120-CLS101-103 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant 4S z L` SOUNDTRANSIT CONTRACT No.: CIVIL BT120 LNO 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU ,� 43665 ww RTA/CN 0205-24 SHEET No.: REV: GISTF 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: �ONAL �SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ILLUMINATION SCHEDULES 197 1 DATEDSN CHK APP REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co N T N 0O N CU 4 H H H C'7 C'7 O C) 0 N Q J Xrefs: (o xBRT-CUD05-TB co GB-SEAL-RJH43 T O 0 0 co O 0 J U 0 N m 0 N 7- co 0 0 O z X W U z O Q w Z °6 Luml O CO O - U � Q CDz M 2 N m a o U ILLUMINATION POLE SCHEDULE 1 POLE STATION OFFSET LUMINAIRE TYPE FIXTURE MODEL (OR APPROVE BU 2 ARM(S) LUMINAIRE HANDHOLE MOUNTING POLE TYPE BASE FOUNDATION CIRCUIT REMARKS NO AMERICA COMPLIANT EQUAL ORIENTATION ORIENTATION HEIGHT (FT) TYPE TYPE NO 1 LAKE 402+37 26.27 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 2 90/270 0 25 2 SEE SPECIAL PROVISIONS FIXED 9,11 2 S TC 618+29 21.05 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0 270 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 3 N TC 518+06 17.95 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 270 180 25 SEE SPECIAL PROVISIONS FIXED 10,12 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 4 N TC 518+06 19.93 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/180 90 25 SEE SPECIAL PROVISIONS FIXED 5,7 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 5 N TC 510+98 22.14L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5,7 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 6 N TC 511 +59 18.83L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5,7 7 N TC 512+30 18.50 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5,7 8 N TC 513+00 21.00 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5,7 9 N TC 513+69 22.25 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 200 20 25 SEE SPECIAL PROVISIONS FIXED 5,7 10 N TC 510+82 23.05 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 115 115 25 SEE SPECIAL PROVISIONS FIXED 5,7 11 S TC 611+04 17.83 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 205 25 SEE SPECIAL PROVISIONS FIXED 6,8 SECURITY CAMERA BT120-CAM-03 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 12 S TC 611+77 19.16 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25 205 25 SEE SPECIAL PROVISIONS FIXED 6,8 13 S TC 612+50 18.60 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 205 25 SEE SPECIAL PROVISIONS FIXED 6,8 SECURITY CAMERA BT120-CAM-05 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 14 S TC 613+21 19.05 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25 205 25 SEE SPECIAL PROVISIONS FIXED 6,8 15 S TC 614+03 25.56 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 80 260 25 SEE SPECIAL PROVISIONS FIXED 6,8 16 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 115 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 17 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 295 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 18 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 135 315 25 SEE SPECIAL PROVISIONS FIXED 6,8 19 N TC 514+56 19.04 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 20 N TC 515+27 19.31 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 SECURITY CAMERA BT120-CAM-07 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 21 N TC 516+03 19+85 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 22 N TC 516+71 20.00 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 23 N TC 517+41 20.00 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 24 N TC 516+35 32.27 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 25 N TC 517+07 32.27 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED 5,7 26 S TC 615+15 58.71 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 180 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 6,8 SECURITY CAMERA BT120-CAM-10 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 27 S TC 616+16 79.56 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 335 180 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 10,12 28 S TC 616+58 31.36 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 120/300 120 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 29 S TC 617+23 22.17 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 180 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 30 S TC 617+92 37.01 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 260 80 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 31 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 115/295 295 25 SEE SPECIAL PROVISIONS FIXED 6,8 SECURITY CAMERA BT120-CAM-08 AND SIGN MOUNTED ON POLE. SEE JCP, CMP, AND CMS SHEETS FOR DETAILS. 32 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 295 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 SECURITY CAMERA BT120-CAM-09 AND SIGN MOUNTED ON POLE. SEE JCP, CMP, AND CMS SHEETS FOR DETAILS. 33 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 120/300 120 25 SEE SPECIAL PROVISIONS FIXED 6,8 34 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 115 295 25 SEE SPECIAL PROVISIONS FIXED 6,8 35 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 25 15 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 SECURITY CAMERA BT120-CAM-02 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 36 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 25/205 25 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 37 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 200 20 15 SEE SPECIAL PROVISIONS FIXED 6,8 38 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 135 200 15 SEE SPECIAL PROVISIONS FIXED 1,3 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 39 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 190 100 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 40 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 100 280 15 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 41 RAILAKDW 716+05 16.02 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 315 210 25 SEE SPECIAL PROVISIONS FIXED 1,3 42 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/270 90 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 43 RAILAKDW 716+93 26.75 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 180 25 SEE SPECIAL PROVISIONS FIXED 1,3 44 RAILAKDW 717+75 18.90 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0 0 25 SEE SPECIAL PROVISIONS FIXED 1,3 45 RAILAKDW 718+49 18.29 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0 0 25 SEE SPECIAL PROVISIONS FIXED 1,3 46 RAILAKDW 719+27 18.73 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED 1,3 47 RAILAKDW 720+17 18.38 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 140/320 320 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 48 RAILAKDW 721+15 18.57 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 140/320 320 25 SEE SPECIAL PROVISIONS FIXED 10,12 REMOVABLE POLE IN SCL EASEMENT. POLE TO BE INSTALLED WITH QUICK -DISCONNECT WIRING KIT. 49 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100 280 25 SEE SPECIAL PROVISIONS FIXED 1,3 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 50 NA NA ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10/190 280 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 SECURITY CAMERA BT120-CAM-04 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 51 NA NA ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100 280 25 SEE SPECIAL PROVISIONS FIXED 1,3 5 O DWAY TYPE III 40 OK 2 5W LED 48 V S E I P O I O S 1 / 0 0 5 P C O S 1 E B V 2, 4 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 53 NA NA PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 180 0 15 SEE SPECIAL PROVISIONS JIFIXED 1,3 1 54 N/A N/A PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 90 180 15 SEE SPECIAL PROVISIONS FIXED 1,3 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. IT-433237 55 N/A N/A ROADWAY, TYPE 111, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10/190 190 25 SEE SPECIAL PROVISIONS FIXED 1,3 SECURITY CAMERA BT120-CAM-15 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. NnTF- 1. PED LIGHT POLE TYPE PER CITY OF RENTON STANDARD PLANS 117.2. 2. SEE STRUCTURAL SHEET BT120-SGY403 FOR SRTC LIGHT POLE FOUNDATION DETAILS DEVELOPMENT ENGINEERING 101 msippo DEVELOPMENT ENGINEERING 3. ALL ALT FIXTURES AND RSA POLES SHALL HAVE THE SUFFIX "-BAA COMPLIANT INCLUDED IN THE ORDERING CODE WHEN PLACING ORDERS WITH THE MANUFACTURER. DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA �. Hu T -- w NTs STRIDE BUS RAPID TRANSIT DRAWN BY: Q� F WASH c� U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-CLS102 4S R. SNELLINGS =NEW Lu S1-BT120-CLS101-103 BT105 FACILITY ID: r4lDE z2 06/23/2025 OW RT RH ADDENDUM #2 CHECKED BY: - BRT General Engineering Consultant LL GIST CONTRACT No.: ILLUMINATION SCHEDULES BT120 1 06/13/2025 OW RT RH ADDENDUM #1 E. SHIMIZU ��43665 �� w SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: �s ER �1�' 0 12/10/2024 OW RT RH ISSUED FOR BID APPROVED BY: `rIONAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 198 2 LNo. DATE DSN ICHK APP REVISION R. HUTCHINSON 6/20/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 N T O N U 0) O O O O T m co N O O O N Q J Xrefs: (o xBRT-CUD05-TB co GB-SEAL-RJH43 T O OC c� 0 co 0 0 J U 0 N H m cn O N 7- CO ch 0 O Z Q X w Lu z Lu Z GGo w I 3: U) O m _o 73 rn U ' Z 6 Y —o N N N 0- CD U ILLUMINATION POLE SCHEDULE POLE NO STATION OFFSET LUMINAIRE TYPE FIXTURE MODEL (OR APPROVED BUY AMERICA COMPLIANT EQUAL) LUMINAIRE ARM(S) ORIENTATION HANDHOLE ORIENTATION MOUNTING HEIGHT (FT) POLE TYPE BASE TYPE FOUNDATION TYPE CIRCUIT NO REMARKS 56 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10 190 25 SEE SPECIAL PROVISIONS FIXED 1,3 57 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 95/275 275 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 2,4 SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 58 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 100 100 25 SEE SPECIAL PROVISIONS FIXED 1,3 59 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 60 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 61 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 62 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 63 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 64 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 65 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 66 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 67 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 68 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 69 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED B 70 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 170 350 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED A 71 LAKE 400+61 21.39 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 290 290 15 SEE SPECIAL PROVISIONS FIXED 9, 11 72 LAKE 401+00 23.34 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 310 310 15 SEE SPECIAL PROVISIONS FIXED 9, 11 73 LAKE 401+49 22.29 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 315 315 15 SEE SPECIAL PROVISIONS FIXED 9, 11 SECURITY CAMERA BT120-CAM-16 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 74 GRADY 152+18 102.25 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 260 260 15 SEE SPECIAL PROVISIONS FIXED 1,3 SECURITY CAMERA BT120-CAM-14 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 75 GRADY 153+64 91.87 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 260 260 15 SEE SPECIAL PROVISIONS FIXED 1,3 SECURITY CAMERA BT120-CAM-13 MOUNTED ON POLE. SEE JCP SHEETS FOR DETAILS. 76 GRADY 154+96 72.89 L PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 80 80 15 SEE SPECIAL PROVISIONS FIXED 1,3 SECURITY CAMERA BT120-CAM-17 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 77 RAILAKDW 717+12 48.51 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 90/270 270 25 SEE SPECIAL PROVISIONS FIXED 1,3 78 RAILAKDW 718-81 39.69 R ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 270 90 25 SEE SPECIAL PROVISIONS FIXED 1,3 SECURITY CAMERA BT120-CAM-12 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 79 RAILAKDW 719+51 46.45 R PED LIGHT, TYPE III, 4000K, 155W, 480V SEE SPECIAL PROVISIONS 260 260 15 SEE SPECIAL PROVISIONS FIXED 1,3 SECURITY CAMERA BT120-CAM-18 MOUNTED ON POLE WITH POE EXT JBOX. SEE JCP SHEETS FOR DETAILS. 80 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 50 230 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED C SIGN MOUNTED ON POLE. SEE CMP AND CMS SHEETS FOR DETAILS. 81 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 110 200 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED C 82 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 205 115 25 SEE SPECIAL PROVISIONS FIXED 2,4 83 N/A N/A ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 10 190 25 SEE SPECIAL PROVISIONS FIXED 1,3 84 SEE COR POLE SCHEDULE COR PEDESTRIAN, TYPE III, 70W LED ENV2A-T3-4Q1-70-4000K-120-277V-BLK 290 110 16.5 COR PED LIGHT POLE, SEE NOTE 1 FIXED C 85 RAILAKDW 718+10 87.63 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 0/180 0 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 6,8 86 RAILAKDW 719+14 88.11 L ROADWAY, TYPE III, 4000K, 285W LED, 480V SEE SPECIAL PROVISIONS 180 0 25 SEE SPECIAL PROVISIONS FIXED ABOVE GROUND 10,12 A 10/24/2025 OW RT JRH CoR Permit Revision - CNWD #001 2 06/23/2025 OW RT RH ADDENDUM #2 1 06/13/2025 OW RT RH ADDENDUM #1 0 12/10/2024 OW RT RH ISSUED FOR BID No. DATE DSN I CHK I APP I REVISION DESIGNED BY: R. TLEHHEMA DRAWN BY: O. WANG CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H wx 43665 ANAL �SUBMITTED BY: 10/22/2025 R. PARGAS QLu ,fr,RIDE J co_ co J BRT General Engineering Consultant zLL SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S1-BT120-CLS101-103 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 CIVIL ILLUMINATION SCHEDULES T-433238 DEVELOPMENT ENGINEERING msippo 11 /25/2025 wl BT120-CLS103 FACILITY ID: BT120 SHEET No.: REV: 199 A N T O N CU H H H N d C'7 C'7 N O O O N Q J N Xrefs: M xBRT-CUD05-TB (� GB-SEAL-RJH43 T O rr U 0 0 z 0 N m W 0 N CO C7 0 co J J W Z_ Z J U) J X W W Z U) (D Q W U 3 U � W co W U) CO —O U Qa co U N z Y Ln N a o U 1 06/13/2025 BN RT JRH ADDENDUM #1 12/10/2024 BN RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION GENERAL NOTES: 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS, WSDOT/APWA STANDARD PLANS, CURRENT WSDOT STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO THE STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, AND THESE PLANS. 2. THE LOCATION OF ALL NEW POLES AND EQUIPMENT TO BE INSTALLED SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. THE CONSTRUCTION PLANS DO NOT SHOW ALL UNDERGROUND UTILITIES. ALL EXISTING UTILITIES SHALL BE LOCATED AND MARKED IN THE FIELD PRIOR TO PERFORMING ANY UNDERGROUND WORK INCLUDING FOUNDATION EXCAVATION, CONDUIT TRENCHING AND/OR CONDUIT BORING TO AVOID DAMAGE TO ANY UNDERGROUND UTILITIES. HAND DIGGING MAY BE REQUIRED IN AREAS WHERE EXISTING UNDERGROUND UTILITIES CONFLICT WITH POLE FOUNDATION INSTALLATION. UTILITY COMPANIES SHALL BE CONTACTED THROUGH THE ENGINEER IF PROPOSED CONSTRUCTION CONFLICTS WITH ANY EXISTING UTILITIES. ALL EXISTING UTILITY INFRASTRUCTURE TO BE PROTECTED AT ALL TIMES THROUGHOUT CONSTRUCTION. 5. ALL NEW SIGNS SHALL COMPLY WITH THE MUTCD, CITY OF RENTON, AND WASHINGTON STATE SUPPLEMENT TO THE MUTCD. 6. ALL NEW METAL CONDUITS SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC REQUIREMENTS AND WSDOT STANDARD PLAN J-60.05-01 (TYPICAL GROUNDING DETAILS). 7. CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC. VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO INSTALLATION. 8. NEW JUNCTION BOXES LOCATED WITHIN PEDESTRIAN WALKWAYS SHALL HAVE SKID -RESISTANT LID SURFACE. 9. PROPOSED CONDUITS PLACED BENEATH ROADWAYS AND SHOULDER AREAS SHALL BE SCHEDULE 80 PVC. PROPOSED CONDUITS PLACED IN ALL OTHER AREAS SHALL BE SCHEDULE 40 PVC. DIRECTIONAL BORED CONDUITS SHALL BE HDPE. 10. ALL PEDESTRIAN PUSH BUTTONS SHALL BE ACCESSIBLE APS TYPE AND CONFORM TO THE CONTRACT SPECIFICATIONS. PUSH BUTTONS SHALL BE MOUNTED PER MANUFACTURER'S SPECIFICATIONS. 11. ALL NEW CONDUCTOR(S) SHALL BE PERMANENTLY LABELED IN EACH JUNCTION BOX, CABINET, AND TERMINAL CABINET. 12. ALL NEW TRAFFIC SIGNAL HEADS, PEDESTRIAN HEADS, AND PUSH BUTTONS SHALL BE SECURELY COVERED WHILE NOT IN OPERATION. 13. NEW CONDUITS SHALL SHARE THE SAME TRENCH WITH OTHER NEW UTILITIES WHEREVER PRACTICABLE. 14. CONTRACTOR SHALL MAINTAIN THE EXISTING OR HIGHER LIGHTING LEVELS UNTIL NEW FIXTURES ARE INSTALLED AND OPERATIONAL. 15. CONDUIT BENDS AND SWEEPS FOR FIBER CONDUIT RUNS SHALL NOT EXCEED 3-FEET MINIMUM RADIUS. 16. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL BE MORE THAN THE EQUIVALENT OF FOUR 90 DEGREE BENDS OR 360 DEGREES TOTAL. THE CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 17. SIGNAL POLE AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 18. ALL PROPOSED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS. 19. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. 20. CONTRACTOR SHALL COORDINATE TESTING AND PROGRAMMING OF DETECTION CAMERAS WITH THE CITY OF RENTON. DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H wZ� 43665 �GISTER� ZONAL �� SUBMITTED BY: 6/12/2025 R. PARGAS LEGEND*: EVP SENSOR �EGPS ANTENNA +__ VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD WITH TURN ARROW LUMINAIRE Ct immm— TRAFFIC SIGNAL POLE m 0 0 JUNCTION BOX (TYPE 1, TYPE 2, TYPE 8) — — — — — CONDUIT 1—H+► PEDESTRIAN SIGNAL HEAD • PEDESTRIAN PUSH BUTTON POLE PEDESTRIAN PUSH BUTTON EEN DETECTION CAMERA EEN PTZ CAMERA I� MAST ARM MOUNTED SIGN m CONTROLLER CABINET IN UNINTERRUPTIBLE POWER SUPPLY ® SERVICE CABINET SCV SMALL CABLE VAULT o— GPS OPTICOM O# POLE NOTE O# CONSTRUCTION NOTE O SIGNAL HEAD NUMBER �# SIGN NUMBER * SEE SHEETS BT120-GZN006-GZN007 FOR GENERAL SYMBOLS AND LEGEND Q Q U co 4,VrJ?IDE co J w _j BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S1-BT120-TSN101 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 E STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC SIGNAL LEGEND T-433239 DEVELOPMENT ENGINEERING msippo 11 /25/2025 %J I by;f-lv,Ti 101 lei \• BT120-TSN101 FACILITY ID: BT120 SHEET No.: REV: 238 1 C'7 N T N O N CU H H H N d C'7 N O O O 4 Q J GENERAL NOTES: , N refs: co 1. SEE SHEET BT120-TSN101 FOR GENERAL NOTES I xS1-BT120-VRX M AND LEGEND. xS 1-BT120-VSF1 d r�I # + xS1-BT120-TSPO 2. SEE SHEET BT120-TSD102 FOR CONSTRUCTION I cii �3' I W I 2 xS1-BT120-TNPO I i xS1-BT120-CLPO T NOTES AND SIGN SCHEDULE. I ' Q 10 xBRT-CUD05-TB 1 xS1-BT120-GZK 3. SEE SHEET BT120-TSS101 FOR WIRING TABLE. GB-SEAL-RJH43 O I I I W I ` q xS1-BT120-CPP 4. SEE SHEET BT120-TSS102 FOR POLE DETAILS. xS1-BT120-CDP xS1-BT120-JCPO 5. SEE SHEETS BT120-TSS103 TO BT120-TSS104 1 �� I �\ xS1-BT120-LPP0 xS1-BT120-LHP001 FOR TERMINATIONS. n I I Q r, xS1-BT120-EPP101 xS1-BT120-CAP001 I I 1 xS1-BT120-CMP0SIGNAL HEAD DISPLAY I xS1-BT120-TIP001 O7 I I L7 U) IS 12" . 1211 I c F I I 11211F 112111 I 1 PP O1211F 1211I COo I w 69 VEHICLE SIGNAL VEHICLE SIGNAL I I -9 HEAD NO. HEAD NO. CD 21 22 23 41 11 — o LED 14 r 1211 cn U) / Y 12„ I 1 , , w r / 1211 PEDESTRIAN CONDITION OF I / # 12 APPROVAL : SIGNAL HEAD NO. a 9 VEHICLE SIGNAL PER STD PLAN , 68 ' HEAD NO. 28 29 66 67 68 140 5 °; 31 32 33 69 86 87 88 89 PPB63 NOTES: 1 T 2 1. ALL TRAFFIC SIGNAL EQUIPMENT AND SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM I co 15 16 �''• r �, / /� TRAFFIC CONTROL DEVICES (MUTCD). I U 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE PAINTED TRAFFIC YELLOW. VEHICLE SIGNAL HEAD 17 13 TUNNEL VISORS SHALL BE PAINTED TRAFFIC YELLOW, I I I ,/ % 41 INSIDE OF THE VISOR SHALL BE PAINTED FLAT BLACK. can i FVpc 3. ALL VEHICLE SIGNAL HEADS SHALL BE EQUIPPED WITH 5 INCH, 0.058 INCH MIN THICKNESS. ALUMINUM BACK I I 12 10 PLATES WITH 1 INCH RETROREFLECTIVE YELLOW TAPE BORDER. FRONT OF THE BACK PLATE SHALL BE j o 11 4 PAINTED FLAT BLACK, BACK OF BACK PLATE SHALL BE I I I -� 42 PAINTED TRAFFIC YELLOW. E 1 � / S8 S A +53 4. BACK OF MAST ARM AND POLE MOUNTED SIGNS, AND 1 2 15 i / S4 ALL MOUNTED HARDWARE, SHALL BE PAINTED FLAT S5 BLACK. ""—''� 8 ' 63 / S TC 610+00 5. SIGNAL POLES SHALL INCLUDE ANCHOR BOLT COVERS. T PPB62 S2 Q� 0 6. TOP OF FOUNDATION SHALL MATCH TOP OF CURB, o PPB81 62 SHOULDER, OR SIDEWALK, WHICHEVER IS HIGHEST. vTL I 66 88. 61 p 7. SIGNAL POLES AND FOUNDATION SHALL BE EQUIPPED s.l �� I ' c/) TH I NTI CAT N T S P ST PLA 139. q i S3 N A �11 8. THIS NEW SIGNAL SHALL BE CONNECTED TO THE 00 EXISTING ADAPTIVE SCOOT SYSTEM WITH THE RAINIER m AVE CORRIDOR. PROVIDE SCOOT LICENSE, �18 3 \ o CONFIGURATION, PROGRAM, IMPLEMENTATION ANDCN 1 / PROGRAMMING, TIMING UPDATES TO THE ADJACENT `�• �"� /� / co SIGNALS DUE TO THE ADDITION OF THIS NEW SIGNAL cc,'O, / o TO THE ADAPTIVE CORRIDOR. REFER TO I 1 w 8 SPECIFICATIONS FOR SCOOT SYSTEM INFORMATION. I 1 U) PROPOSED PHASE DIAGRAM 1w w cn co g O U) U) co Y 0 0 LL � O O w LLi I 1 I � I ' 7 � 9 n 33 67 15 PPB64 z 2 PROTECTED VEHICLE MOVEMENT z 5 — —► PERMISSIVE VEHICLE MOVEMENT a /�;� \ 17• w m ��'�► PEDESTRIAN MOVEMENT I pp m DESIGNED BY: 0 R. TLEHHEMA 1 HUTc Q DRAWN BY: wasyl�r�f ( ? z_ R. SNELLINGS �cc) Y A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: 0 4 3665 Lo N 3:1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU �� �GisTE�� 01 02 03 04 i 05 NOT USED 06 07 NOT USED 08 N 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: ZONAL SUBMITTED BY: �j No. DATE DSN CHK APP REVISION R. HUTCHINSON 11/21/2025 R. PARGAS BR DATE: 12/10/2024 \� e do P 4,� ♦ ' AV , c\1 N O O N �\ U 12 ♦,w / �,�/ / ,/ 13 / 41P, / PPB8B ♦/ �// / ROW ,\ � ,w .l /j cy) ♦ / O I 15 0 O r 21 N 22 4(/ ! 23 86 / PPB83, r w � \ S6 r S5 PPB22 N TC 510+00' - I r \ Co / N TC STA 510+04.91 CO '� , 28 N RAINIER STA 207+16.93 *, / ,,\ 00 1 /O \ N 4D-1 i w ' / / w . 3 :: •: 3 w / . ♦V / / / w RAINIER 207+00 ; '::.. ... / r r ...... .. •' .' 15 r •: ::' iy PB23 S TC STA 610+02.99 = RAINIER STA 206+67.81 i •. 89 . PPB82 PPB21 :..: .. ..... .: . 10 5 0 10 20 r 19 \ •' c / .................... .• Q► 1 / \ :. SCALE IN FEET TRANSPORTATION OPERATION � DEVELOPMENT ENGINEERING � CBarnes 12/01/2025 ' T-433240 msippo 11/25/2025 SCALE: DRAWING No.: " ' STRIDE BUS RAPID TRANSIT Q J 1=10BT120-TSD101 FILENAME: SOUTH RENTON TRANSIT CENTER L W S1-BT120-TSD101-104 BT105 FACILITY ID: J TGeneral Engineering Consultant J U- SouNDTRANSIT CONTRACT No.: TRAFFIC BT120 RTA/CN 0205-24 SHEET No.: REV: REVIEWED BY: DATE: DATE: SIGNALIZATION DETAILS HARDIE AVE SW & RAINIER AVE S 239 A J. ALTCHECH 12/10/2024 12/10/2024 N Xrefs: co xS1-BT120-VRXO M xS1-BT120-VSF1 xS1-BT120-TSPO xS1-BT120-TNPO T xS1-BT120-CLPO xBRT-CUD05-TB I xS1-BT120-GZKO O GB-SEAL-RJH43 xS1-BT120-CPPO xS1-BT120-CDPO xS1-BT120-JCPO xS1-BT120-LPPO xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS 1-BT120-CM P001 xS1-BT120-TIP001 0 z z w 0 WE 7 N NT LO N 00 N O CONSTRUCTION NOTES: 1_y CONSTRUCT FOUNDATION PER MAST ARM POLE FOUNDATION DETAIL ON BT120-SGY403. FURNISH AND INSTALL NEW TYPE III MAST ARM TRAFFIC SIGNAL POLE PER CITY OF RENTON STD PLAN 140. FURNISH AND INSTALL A 45FT MAST ARM WITH THREE VEHICLE SIGNAL HEADS, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE PROJECT SPECIFICATIONS SECTION 34 41 00 FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTSHALL (425-430-7423) FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), ONE OPTICOM PRE-EMPTION, TWO TRAFFIC SIGNS, AND ONE STREET NAME SIGN FOR THE NORTHBOUND DIRECTION. FURNISH AND INSTALL TWO PEDESTRIAN SIGNAL HEADS, TWO APS PUSH BUTTON ASSEMBLIES PER WSDOT STD PLAN J-20.26-01, ONE SIQURA/TKH PD950 CAMERA, AND ONE TERMINAL CABINET ON THE POLE. INSTALL NEW LUMINAIRE MAST ARM WITH NEW LED FIXTURE. SEE POLE SCHEDULE ON SHEET BT120-TSS102 FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS. SIQURA/TKH PD950 CAMERA SHALL BE COMPLETELY OPERATIONAL WITH THE CITY OF RENTON'S VIDEO MANAGEMENT SYSTEM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 21 CONSTRUCT FOUNDATION PER MAST ARM POLE FOUNDATION DETAIL ON BT120-SGY403. FURNISH AND INSTALL NEW TYPE II MAST ARM TRAFFIC SIGNAL POLE PER CITY OF RENTON STD PLAN 140. FURNISH AND INSTALL A 25FT MAST ARM WITH TWO VEHICLE SIGNAL HEADS, ONE OPTICOM PRE-EMPTION, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE PROJECT SPECIFICATIONS SECTION 34 41 00 FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTSHALL (425-430-7423) FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), AND ONE TRAFFIC SIGN FOR THE EASTBOUND DIRECTION. FURNISH AND INSTALL ONE TERMINAL CABINET ON THE POLE. SEE POLE SCHEDULE ON SHEET BT120-TSS102 FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS. 3y CONSTRUCT FOUNDATION PER MAST ARM POLE FOUNDATION DETAIL ON BT120-SGY403. FURNISH AND INSTALL NEW TYPE III DOUBLE MAST ARM TRAFFIC SIGNAL POLE PER CITY OF RENTON STD PLAN 140. FURNISH AND INSTALL A 50FT MAST ARM WITH FOUR VEHICLE SIGNAL HEADS, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE PROJECT SPECIFICATIONS SECTION 34 41 00 FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTSHALL (425-430-7423) FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), ONE OPTICOM PRE-EMPTION, ONE STRIDE TSP GPS ANTENNA, TWO TRAFFIC SIGNS, AND ONE STREET NAME SIGN FOR THE SOUTHBOUND DIRECTION. FURNISH AND INSTALL A 35FT MAST ARM WITH TWO VEHICLE SIGNAL HEADS, ONE ITERIS APEX HYBRID VIDEO CAMERA AND RADAR SENSOR DETECTION SYSTEM AND ACCESSORIES (CAMERA WIRING, CAMERA MOUNTING BRACKET, ALL SIGNAL CABINET EQUIPMENT TO GET THE CAMERA OPERATIONAL, PER MANUFACTURE'S RECOMENDATIONS, SEE CITY OF RENTON'S SPEC FOR INSTALLATION WITH A 10-YEAR SERVICE DURATION OF ITERIS SPM HOSTED DATA SERVICE AND VANTAGELIVE! HOSTED DATA SERVICE, WARANTY, MAINTENANCE SUPPORT. COORDINATE AND CONFIRM WITH ERIC CUTHSALL FOR VIDEO CAMERAS AND MOUNT LOCATIONS PRIOR TO INSTALLATION), ONE OPTICOM PRE-EMPTION, ONE TRAFFIC SIGN AND ONE STREET DESIGNATION SIGN FOR THE WESTBOUND DIRECTION. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE SIQURA/TKH PD950 CAMERA, ONE GPS OPTICOM, AND ONE TERMINAL CABINET ON THE POLE. INSTALL NEW LUMINAIRE MAST ARM WITH NEW LED FIXTURE. SEE POLE SCHEDULE ON SHEET BT120-TSS102 FOR ADDITIONAL DETAILS. SEE SPECIAL PROVISIONS. SIQURA/TKH PD950 CAMERA SHALL BE COMPLETELY OPERATIONAL WITH THE CITY OF RENTON'S VIDEO MANAGEMENT SYSTEM. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4O CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. 5'i CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEADS AND ONE APS PUSH BUTTON ASSEMBLIES PER WSDOT STD PLAN _ 4 J-20.26-01. OCONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. OCONSTRUCT FOUNDATION AND ONE TYPE 1 POLE PER WSDOT STD PLANS J-21.10-05 AND J.21-15-01. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE VEHICLE SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. Og CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J-20.16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. OCONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J-20.16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. 10 CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. 11 CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. 12 CONSTRULT CURB BASE F ND IO ND ONE P DES IA US UT N P ST P W OT TD P N J- 0.11- 3. F NIS AN ST L O AP PU BU ON SE LY R DOT TD AN - 0.2 - 1. CONDITION OF APPROVAL # 13: #ITSP+2515509990 13 CONSTRUCT TRAFFIC CONTROLLER AND ELECTRICAL ERVICE CABINET FOUNDATION PAD PER CITY OF RENTON STD PLANS 126.2. FURNISH AND INSTALL ELECTRICAL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.2 WITH DOOR FACING EAST, NEMA TS2 - TYPE 1 # ITSP+251550990 CABINET WITH UNINTERRUPTED POWER SUPPLY (UPS) LOCATED ON THE SIDE OF THE CABINET WITH FRONT DOOR FACING EAST AND RIGHT SIDE DOOR FACING NORTH, YUNEX TRAFFIC YURAFFIC BLADE EDGE CAPABLE ADVANCED TRAFFIC CONTROLLER, AND ALL ASSOCIATED EQUIPMENT TO OPERATE A FULLY FUNCTIONING TRAFFIC SIGNAL SYSTEM. SEE SPECIAL PROVISIONS. 14 FURNISH AND INSTALL NEW TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. 15 FURNISH AND INSTALL NEW TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-04. 16 FURNISH AND INSTALL NEW TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-04. 17 CONNECT GPS ANTENNA CABLE TO OPTICOM 764 PHASE SELECTOR AND INSTALL ONE OPTICOM 768 AUXILIARY INTERFACE PANEL. 1 8) CONSTRUCT FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.15-04. FURNISH AND INSTALL ONE APS PUSH BUTTON ASSEMBLY PER WSDOT STD PLAN J-20.26-01. -/A 19 CONSTRUCT FOUNDATION AND ONE TYPE PS POLE PER WSDOT STD PLANS J-21.10-05 AND J.20-16-02. FURNISH AND INSTALL ONE PEDESTRIAN SIGNAL HEADS AND ONE APS PUSH BUTTON ASSEMBLIES PER WSDOT STD PLAN J-20.26-01. A1nTCC- 1. CONTRACTOR SHALL NOTIFY ERIC CUTSHALL (425-430-7423) TO MODIFY THE ADAPTIVE TIMINGS PRIOR TO CONSTRUCTION WORK FOR SIGNAL AND ROADWAY. 2. CONTRACTOR SHALL NOTIFY ERIC CUTSHALL (425-430-7423) WHEN READY FOR SIGNAL INSPECTION AND THE COMPLETION OF VIDEO DETECTION AND SIGNAL WORK FOR ADAPTIVE CONFIGURATION, PROGRAMMING, AND IMPLEMENTATION. A 10/24/2025 BN RT I RH CoR Permit Revision - CNWD #001 1 06/13/2025 BN RT RH ADDENDUM #1 0 12/10/2024 BN RT RH ISSUED FOR BID No. DATE DSN CHK APP I REVISION 0 DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON W 43665 ww AL ��y SUBMITTED BY: 10/28/2025 R. PARGAS n IS—,] R3-2 (36" X 36") S2 R3-1 (36" X 36") 16 Rainier Ave Sj A [S4] STREET NAME SIGN (120" X 18") EXCEPT BUSESI li�R (EXCEPT BUSESI [S3] R3-2 MOD (36" X 42") Hardie Ave SW TURNING & 1 VEHICLES FOR M STREET NAME SIGN (108" X 18") 41 TURNING VEHICLES FOR S6 [S7] FS8] R3-1 MOD R10-15A R10-15LA X0) AL'.(30"330'X30)(36" X 42") SIGN NOTES: SCALE: Q Uj J NTS Q U FILENAME: 41.5rRIDE C0 C/) LU S1-BT120-TSD101-104 BRT General Engineering Consultant J LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 0 1. STREET NAME SIGNS SHALL FOLLOW CITY OF RENTON STANDARD DETAIL G 132. 2. BACK OF ALL SIGNS SHALL BE BLACK. TRANSPORTATION OPERATION CBarnes 12/01 /2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC SIGNAL DETAILS HARDIE AVE SW & RAINIER AVE S T-433241 DEVELOPMENT ENGINEERING msippo 11 /25/2025 01� DRAWING No.: BT120-TSD102 FACILITY ID: BT120 SHEET No.: REV: 240 A C'7 N T N O N CU H H H N d C'7 N O O 4 N Q J N Xrefs: (Y� xBRT-CUD05-TB co GB-SEAL-RJH43 T O rr c9 0 0 co 0 N_ H m O N O M O r) 75 O U Lu F Q U O U) Q U) V 0 O LL Q LL O O Lu Lu z Z � Z z °o Lu 00 m W m — O U Q¢ � O z Y —o v) 3: N o U WIRING SCHEDULE RUN NO. RACEWAY CONDUIT SIZE EVPE 3CS PED BUTTON 2CS PED HEAD 3C VEH HEAD 5C #6 (PWR) TSP GPS GPS OPTICOM CCTV PTZ CAMERA #6 (GND) REMARKS 1 3" 1 2 2 1 2* 1 1 2 2" 1 1 1 3" 1 2 2 1 2* 1 1 3 2" SPARE 4 1" 1 1 3" 1 3 2 1 2* 1 1 5 2" SPARE 3" 1 5 4 1 2* 1 1 6 2" SPARE 7 3" 1 1 1 1 3" 1 3 4 1 2* 1 8 3" 1 3 1 2 1 2" SPARE 2" 1 1 1 1 9 2" SPARE 10 3" 2 1 1 3 2* 1 1 2 1 1 3" 2 1 1 4 2* 1 1 2 1 1 11 2" 2 2 1 12 2" 2* 1 2" 1 1 13 2" SPARE 2" 3 2 1 14 2" SPARE 3" 10 2 1 1 1 3" 2 1 4 1 1 1 2 1 15 3" 2 2 4 4 2* 2 1 16 NOT USED 17 1 * SEE ILLUMINATION PLANS FOR MORE DETAILS. 3 A� PRE-EMPTION DETECTOR ID PHASE EVP-A 1,6 EVP-B 2 EVP-C 4 EVP-D 3 TSP LOW PRIORITY SCHEDULE CHANNEL PHASE A 2 B 6 TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/01 /2025 msippo 11 /25/2025 T-433242 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA I. xUTc Q JrRIDE NTs STRIDE BUS RAPID TRANSIT DRAWN BY: Q, wes ���r�� = Q BT120-TSS101 FILENAME: SOUTH RENTON TRANSIT CENTER R. SNELLINGS O w � S1-BT120-TSS101-106 BT105 FACILITY ID: now FA 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: BRT General Engineering Consultant J u- CONTRACT No.: BT120 SOUNDTRANSIT TRAFFIC 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU o 43665 ww RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �sIGISTEONAL ��0 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 241 A No. DATE DSN CHK APP REVISION R. HUTCHINSON 10/24/2025 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 H H N d Xrefs: xBRT-CUD05-T GB-SEAL-RJH4 CO T O rr W I l (9 0 0 co co 0 N m 0 N co 0 0 O 0 Q7 Lu F Q 0 O U) Q U) V 0 U O LL Q LL O O Lu Lu z z � z z Lu 00 m w m -O Q¢ z Y -o N o U MEASURE ATTACHMENT POINT ANGLES CLOCKWISE FROM POLE ORIENTATION LINE (E ATTACHMENT POINT) TO THE ATTACHMENT POINT LOCATION Lu E POLE ORIENTATION LINE (E1 ATTACHMENT POINT) O O 9N.,r,, ° 2 vo O i 0 T ATTACHMENT POINT ALL HANDHOLES AT 180- FROM E ANCHOR BOLT PLATE LOCATION STATION �O �O POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (E ATTACHMENT POINT) POLE ORIENTATION AND ATTACHMENT POINT DETAIL NOTES: 1. TYPE E MOUNTS SHALL BE USED FOR PEDESTRIAN DISPLAYS ON TYPE II OR III SIGNAL STANDARDS, WITH THE FOLLOWING EXCEPTION: A TYPE B MOUNT FOR A SINGLE PEDESTRIAN DISPLAY. SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY HORIZONTAL DISTANCE FROM STOP LINE 40' 45' 50' 53' - 180' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 5 SECTION DOGHOUSE 12" 16.5' 17.5' 16.5' 19.2' 16.5' 20.9' 16.5' 22.0' 4 SECTION 12" 16.5' 17.0' 16.5' 18.0' 16.5' 19.7' 16.5' 20.8' 5 SECTION 12" 16.5' 17.0' 16.5' 17.5' 16.5' 18.5' 16.5' 19.6' MEASURED FROM BOTTOM OF SIGNAL HEAD HOUSING TO ROADWAY NOTES: OMOUNTING COUPLING INSTALLED BY FABRICATOR AT OFFSET DISTANCES INDICATED IN CHART. OFIELD INSTALLED. OLOCATION SHALL BE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION ENGINEERING PRIOR TO INSTALLATION. LUMINAIRE MAST ARM X Y Z (ft) 3 MAST ARM LENGTH X Y Z (ft)3 6' 19.8 8' 26.4 10, 33.0 12' 39.6 14' 46.2 16' 52.8 TYPE PPB TYPE PS OHEIGHT OF PEDESTRIAN PPB POST PED. HEAD PUSH BUTTON: 42" STANDARD OPLACEMENT SHALL BE 2'- 0" MIN. FROM FACE OF CURB OR EDGE OF SHOULDER; 3'- 0 MIN. FROM FACE OF GUARDRAIL, 4'- 0" MIN. FROM CONC. BARRIER TYPE 2 (MEASURED FROM A POINT WHERE THE BARRIER BASE MEETS THE SHOULDER SURFACE (TOE). MEASUREMENT TAKEN FROM TRAFFIC SIDE OF BARRIER; TO FACE OF POLE OFINAL GRADE SHOULD BE VERIFIED BY TRANSPORTATION MAINTENANCE MANAGER PRIOR TO FOUNDATION CONCRETE POUR. PAINT SPECIFICATIONS: ALL STEEL SIGNAL AND LUMINAIRE PARTS SHALL BE GALVANIZED. ALL POLE METAL COMPONENTS SHALL BE FACTORY PRIME AND POWDER COATED. FINISH COLOR: RAL 9005 "JET BLACK" WITH A HAMMER FINISH. f 133 1 1 1 1 1 1 1 1 131 B6 B2 B4 B5 lffi m d 137 B8 B9 k b a k a a a LEGEND a. VEHICLE DISPLAY b. VIDEO DETECTION CAMERA C. STREET NAME SIGN d. PRE-EMPT DETECTOR e. POST MOUNTED SIGN f. LUMINAIRE g. PEDESTRIAN DISPLAY h. TERMINAL CABINET i. PPB j. HANDHOLE k. SIGNAL SIGN M. PRE-EMPT DETECTOR n. TSP ANTENNA H12 C 3 2 O 0 B10 c 2 E I a F 2 LF G I L g Li\1\'�L 0 H h H N 0 ELEVATION IS TO I I I 00 TOP OF FOUNDATION PER SIGNAL DETAIL CHART CD 1 A2 o. PTZ CAMERA j O 3 ROADWAY CURB OR EDGE OF SHOULDER if if SEE COR STANDARD PLAN 140 FOR BASE LIMITS OF VERTICAL CLEARANCE 2 PLATE AND FOUNDATION INFORMATION TYPE 11, 111 APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING SIGNAL STANDARD THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD SIGNAL STANDARD DETAIL CHART STD NO 0 STREET NAME FIELD LOCATION POLE TYPE MAST ARM LENGTH (FT) MOUNTING HEIGHT (FT) SIGNAL MAST ARM DATA LUMINAIRE ARM (FT) CALCULATED POLE XYZ (FT 3) POLE ATTACHMENT POINT ANGLES (deg.) FOUNDATION DESIGN XYZ (FT 3) SOIL BEARING PRESSURE (PSF) FOUNDATION DEPTH (FT) REMARKS OFFSETS FT Z ( ) ( ) ( POLE TO ATTACHMENT POINT ) WINDLOAD AREAS FT 2 X Y ( ) ( )( ) STATION OFFSET LT RT ELEV* P.O.A. Al A2 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 C D E F G1 G2 H 11 12 1 RAINIER 207+71.9 60.3 X 24.41' 0 III 45 20.5 35 40.5 38 34.5 30 24 18 14 7 9.2 9 9.2 9.2 10.5 13.5 10 1796 0 0 90 180 180 90 180 1900 SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403 2 RAINIER 206+23.5 4.5 X 25.39' 270 II 25 20.5 19.8 15.3 17.3 13.1 11.1 23.0 4.4 9.2 9 9.2 6.5 15.0 804 270 90 900 SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403 3 RAINIER 206+39.8 46.5 X 0 III 50 20.5 35 47.5 40.5 29 39 34.5 18.5 23.5 15 11.5 7.5 9.2 10.5 9.2 9.2 10.5 9.2 13.5 10 2253 0 0 I 90 180 2300 SEE MAST ARM FOUNDATION DETAILS ON BT120-SGY403 270 II 35 20.5 33.2 26 18.6 29.8 15 6.2 9.2 9.2 6.5 15.0 842 270 1350 7 4 RAINIER 207+01.3 63.3 X 0 PPB�-W'180 5 RAINIER 206+43.6 61.1 X 0 PS 0 27 _ A 6 RAINIER 206+30.2 5.3 X 0 PPB 9 7 RAINIER 205+81.2 48.5 X 0 1 230 0 180 8 RAINIER 206+33.9 59.8 X 0 PS 0 0 9 RAINIER 206+83.5 61.0 X 0 PS 0 0 10 RAINIER 207+29.3 66.1 X 0 PS 0 0 11 RAINIER 207+60.8 59.3 X 0 PS 90 90 12 RAINIER 207+75.6 7.5 X 0 PPB 270 19 RAINIER 206+46.1 74.3 X 0 PS 0 0 �k ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. ** CALCULATED POLE XYZ (FT 3 ) IS THE SUM OF THE TOTAL XYZ (FT 3 ) FOR THE SIGNAL ARM AND THE XYZ (FT 3 ) FOR THE LUMINAIRE ARM (IF PRESENT). DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: E. SHIMIZU 1 06/13/2025 BN RT RH ADDENDUM #1 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: R. HUTCHINSON No. DATE DSN CHK APP REVISION H VA w� 43665 ICI STER�� ZONAL �SUBMITTED BY: 10/24/2025 R. PARGAS SCALE: Q Jmk=r NTS Q FILENAME: 4S U) r.11DE U U) w J S1-BT120-TSS101-106 BRT General Engineering Consultant J LL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 A TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/01 /2025U msippo 11 /25/2025 T-433243 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-TSS102 BT105 FACILITY ID: TRAFFIC BT120 SHEET No.: REV: SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 242 A Xrefs: co xBRT-CUD05-T co GB-SEAL-RJH4 I T I O rr I— C) 0 N_ H m U) 0 N 0 0 O U Lu H Q U O U) Q U) Y 0 O LL Q O = O Lu Lu z z � z z Lu 00 m � m — O U Q Q o O z Y —o v) 3: N o U POLE 1 21 -02 22 -02 R R 621 R O Y 622 O G G 623 G W 624 W B 626 B 1-5C 23 -02 1-5C R O G W B 2s -02 1-3C HND 721 R MAN 722 G COM 723 W s6 -08 1-3C POLE 2 41 -04 R O G W B R O G W B R O G W B R O G W B 1-5C SPLICE IN TERMINAL CABINET R 621 R — O 622 O — G 623 G — W 624 W — B 626 B — 1-5C TO CONTROLLER 1-3CS 5131 O 5B2 Y PPB # 83 5133 BL 784 O APS 785 EVPB B 1-2CS 1-PTZ PPB # 22 A O APS 725 g 1-2CS 1-VIDEO DETECTION -->R 631 R SPLICE IN TERMINAL CABINET --> Y 632 O G 633 G R 631 R 634 W O 632 O 636 B G 633 G 1-5C 32 -03 1-5C W 634 W B 636 B 1-5C 1-3CS 5D1 O H�L Y BL EVPD I I I - 1 WinID b TO CONTROLLER O POLE 4 PPB # 23 APS 724 O Of-72 B POLE 5 A PPB # 82 APS 784 O 785 B s9 -08 1-3C HND 781 R MAN 782 G COM 783 W POLE 6 PPB # 8A APS 784 O 785 B POLE 7 PPB # 64 APS 764 O 765 B s7 -06 1-3C HND 761 R MAN 762 G COM 763 W 1-VIDEO DETECTION SPLICE IN TERMINAL CABINET 1-2CS 1-2CS 1-2CS 1-2CS 33 -03 R O G B POLE 8 TO CONTROLLER PPB # 62 TO CONTROLLER APS 764 O 765 B 1-2CS 66 -061-3C TO CONTROLLER HND 761 RMAN TO CONTROLLER 762 G COM 763 W POLE 9 TO CONTROLLER PPB # 63 TO CONTROLLER APS 764 O 1-2CS 765 B 6s -06 1-3C TO CONTROLLER HND 761 RMAN TO CONTROLLER 762 G COM 763 W POLE 10 PPB # 61 TO CONTROLLER APS 764 O 1-2CS 765 B TO CONTROLLER 1-3C 69 -06 TO CONTROLLER HND 761 R TO CONTROLLER MAN 762 G COM 763 W POLE 11 PPB # 84 TO CONTROLLER APS 784 O 1-2 CS 785 B TO CONTROLLER $� -08 1-3C TO CONTROLLER HND 781 R MAN 782 G COM 783 W POLE 12 PPB # 8B TO CONTROLLER O c784 785 B 1-2CS POLE 18 PPB # 81 TO CONTROLLER APS 784 O 785 B 1-2CS A POLE 19 PPB # 21 TO CONTROLLER APS 724 O 725 B 1-2CS 29 -02 1-3C TO CONTROLLER HND 721 R MAN 722 G COM 723 W 1-3CS 1-3CS 5A1 O ILE O Lg�� YY TO CONTROLLER BL BL -081-3C TO CONTROLLER as EVPA EVPC T-433244 HND 781 R MAN 782 G TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING O 1-PTZ 0:] ` �IL ADDENDUM A 2-VIDEO DETECTION 1-TSP COM 783 W CBarnes 12/01/2025 msippo 11/25/2025 1-GPS OPTICOM DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA S. xUTc Q J NTs STRIDE BUS RAPID TRANSIT DRAWN BY: Q, o� WAS ���r�� = Q BT120-TSS103 FILENAME: SOUTH RENTON TRANSIT CENTER R. SNELLINGS O4SrRIDE U) Cf) Lu S1-BT120-TSS101-106 BT105 FACILITY ID: A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: BRT General Engineering Consultant J CONTRACT No.: BT120 SOUNDTRANSIT TRAFFIC 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU o 43665 ww RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �sIGISTVONAL 0 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S 243 A No. DATE DSN CHK APP REVISION R. HUTCHINSON 10/24/2025 R. PARGAS 112/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co T N O N CU N Xrefs: M xBRT-CUD05-TB (� GB-SEAL-RJH43 1 T I O rr c� 0 o 0 _o co 0 N H m co O N 7— CO ch 0 O Z Q w z Lu Z GGo w I 3: U) O m _o 73 rn ' Z � Y —o Ln N N N 0- CD U A 10/24/2025 BN RT I RH CoR Permit Revision - CNWD #001 1 06/13/2025 BN RT RH ADDENDUM 1 0 12/10/2024 BN RT RH ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H wx 43665 �GISTER� ZONAL V� SUBMITTED BY: 10/24/2025 R. PARGAS QLu 4,5r,RIDE J co_ co J BRT General Engineering Consultant zLL SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S1-BT120-TSS101-106 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 TRANSPORTATION OPERATION CBarnes 12/01 /2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC SIGNAL SCHEDULES HARDIE AVE SW & RAINIER AVE S PRE-EMPT 01 & 06 PRE-EMPT 02 i C PRE-EMPT ;+ 04 i D PRE-EMPT ;+ 03 11 TSP 1-GPS OPTICOM T-433245 DEVELOPMENT ENGINEERING ff . msippo 11 /25/2025 kil BT120-TSS104 FACILITY ID: BT120 SHEET No.: REV: 244 A C'7 N T N O O N CU H H N rr C'7 C'7 N O O O N Q J M `- J Xrefs: M xS1-BT120-VRX xS1-BT120-VSF xS1-BT120-TSP xS1-BT120-TNP T xS1-BT120-CLP xBRT-CUD05-TB xS1 -BT120-GZK(O GB-SEAL-RJH4 xS1-BT120-CPP 0 xS1-BT120-CDP xS1-BT120-JCP xS1-BT120-LPP xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-TIP001 LL Q LL O Lu LLi z Q z z °0 Lu 0° 0� I CO00 00 — O U Q¢ L O z Y 0 LO 3: LO o U GENERAL NOTES: 1. SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. 2. SEE SHEET BT120-TSS105 FOR WIRING TABLE. 3. SEE SHEET BT120-TSS106 FOR POLE SCHEDULE AND TERMINATIONS. CONSTRUCTION NOTES: OCONSTRUCT CURB BASE FOUNDATION PER WSDOT STD. PLAN J-20.11-03. FURNISH AND INSTALL ONE NEW TYPE BREAKAWAY PPB POST AND ONE NEW APS PUSH BUTTON ASSEMBLY ON POLE. OCONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03 AND ONE NEW APS PUSH BUTTON ASSEMBLY ON POLE. ODISCONNECT AND REMOVE EXISTING WIRING TO EXISTING PUSH BUTTON POLE. ODISCONNECT AND REMOVE EXISTING WIRING TO EXISTING PUSH BUTTON. REMOVE AND SALVAGE EXISTING PUSH BUTTON AND EXISTING PUSH BUTTON POLE. REMOVE EXISTING POLE FOUNDATION. REPAIR EXISTING SURFACE AS NEEDED. ODISCONNECT AND REMOVE EXISTING WIRING TO EXISTING PUSH BUTTONS. REMOVE AND SALVAGE EXISTING PUSH BUTTONS ON EXISTING POLES. SEAL UNUSED HOLES. OFURNISH AND INSTALL NEW SIGNAL POWER INTERFACE (SPI) IN EXISTING PEDESTRIAN SIGNAL HEAD. CONNECT SPI TO PROPOSED PUSH BUTTON(S) USING 4-CONDUCTOR CABLES. OFURNISH AND INSTALL ONE NEW VIDEO DETECTION CAMERA FOR PHASE 4. MOUNT ON EXISTING MAST ARM. OABANDON EXISTING TRAFFIC LOOPS AND EXISTING DETECTION CONDUIT. O9 FURNISH AND INSTALL NEW TYPE 8 JUNCTION BOX. 10 MAINTAIN AND PROTECT EXISTING CONDUIT AND WIRING. REMOVE AND REPLACE EXISTING JUNCTION BOX WITH A NEW TYPE 8 JUNCTION BOX IN SAME LOCATION. 11 MAINTAIN AND PROTECT EXISTING JUNCTION BOX AND CONDUITS. 12 MAINTAIN AND PROTECT EXISTING TRAFFIC SIGNAL MAST ARM POLE AND EXISTING TRAFFIC SIGNAL EQUIPMENT. 13 CONSTRUCT CURB BASE FOUNDATION AND ONE PEDESTRIAN PUSH BUTTON POST PER WSDOT STD PLAN J-20.11-03 AND ONE NEW APS PUSH BUTTON ASSEMBLY ON POLE. 14 FURNISH ONE NEW APS PUSH BUTTON ASSEMBLY AND DELIVER TO CITY OF RENTON FOR INSTALLATION ON EXISTING TRAFFIC SIGNAL MAST ARM POLE BY CITY STAFF. 5 I / 10 — SD Fa PPB81 \ / PPso--- B61 5 6 5 Y WAY S GRAD 4 13 = _ C,RP J Ci 1 / 1 FO _ FO _ LAKE STA 400+00.05 LAKE 400+00 / �' I , _ _ FO ' , 1 , FO Fo — o = GRADY STA 158+70.91 GRApY 159+00 FO�� 1 6 G' A F O FO FO �I O FO F i FO FO �O ' FO �� FO'I Q ' Fo 6 AI, o — / / ' "FO '�FO /' ' ' FOF ' �OE�V003- 14..... -- 'Fo� U FO FO / 0- -EXISTING PHASE DIAGRAM _o F O -' --F 12 LAKE 399+48—\ '�, ''. /Fpo3-1 ,�' 1 I PPB82 4�o 12 FUC3-4 •, / �` Foci-' / i°� `40 r ' 10 5 0 10 20 I� SCALE IN FEET TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/01 /2025 msippo 11 /25/2025 T-433246 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA 1 HUT uJ 1"-10' STRIDE BUS RAPID TRANSIT WAS c� Q -i BT120-TSD103 DRAWN BY: �' of CfU FILENAME: SOUTH RENTON TRANSIT CENTER 4S R. SNELLINGS w J S1-BT120-TSD101-104 BT105 FACILITY ID: A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: BRT General Engineering Consultant LL $pUNDTRANSIT CONTRACT No.: TRAFFIC BT120 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU �,� �Fcrs43665 TE�ti��� RTA/CN 0205 24 SHEET No.: REV: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �ssIONT ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNAL DETAILS No. DATE DSN CHK APP REVISION R. HUTCHINSON 10/24/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S GRADY WAY &LAKE AVE S 245 A PROTECTED VEHICLE MOVEMENT ----► PERMISSIVE VEHICLE MOVEMENT ��'�► PEDESTRIAN MOVEMENT FYA FLASHING YELLOW ARROW � I SD �71 SDI SD / 0 M N N O O N CU M O O I N Q J N Xrefs: M xBRT-CUD05-TB (� GB-SEAL-RJH43 T O `rr 1 CO O _O H O N_ m O N co co NT O J � J W Z z J ' CO J X W LU Z C/) U U w U °6 LU m m u1 co � m O — U 0- CD Z o — c;- Y _ rt, O N U N Xrefs: co M xBRT-CUD05-T `- J GB-SEAL-RJH4 I T I O It C� 0 o 0 0 co 0 N m co 0 N co co lzt co J J W Z_ Z J U) J ' W x Z W aw U 3 U � w Go W U) CO — O U Qa co O N z � Y >O N a o U S GRADY WAY AND LAKE AVE S TYPE PPB POLE SCALE: NTS 6O 3' - 6" MEASURED FROM SIDEWALK SURFACE TO CENTER OF PEDESTRIAN PUSH BUTTON LEGEND: i. APS PPB-M STANDARD TYPE STANDARD PLAN REFERENCES POLE FOUNDATION ELECTRICAL STANDARD CURB PPB FIXED J-20.10 J-20.10 J-20.11 J-20.10 BREAKAWAY J-20.15 J-20.15 J-20.15 SIGNAL STANDARD DETAIL CHART POLE ATTACHMENT STD STREET FIELD LOCATION POLE POINT ANGLES NO NAME TYPE (DEG) STATION OFFSET LT RT ELEV P.O.A. 11 12 1 S GRADY WAY GRADY 158+51.0 43'-4" LT 0 PPB 0 2 S GRADY WAY GRADY 159+12.9 47'-7" LT 0 PPB 170 13 S GRADY WAY GRADY 159+11.4 35'-6" LT 0 PPB 255 * ELEVATION IS TO TOP OF FOUNDATION. FIELD VERIFY ELEVATION PRIOR TO ORDERING SIGNAL STANDARDS. Nf)TF- 1. FOR TYPE PPB, PS AND TYPE I POLES, P.O.A. ASSUMED TO BE DUE NORTH FOR 00 POLE 1 E POLE 2 TO CONTROLLER PPB # 62 TO CONTROLLER APS 764 765 g 1-2CS O POLE 13 PPB # 81 TO CONTROLLER APS �E� O g 1-2CS POLE 13: 1-2CS FIELD TERMINATIONS CABINET TERMINATIONS SHLD 760 GND O 764 COM B 765 DIET SHLD 780 GND O 784 COM B 785 DIET T-433248 TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING CBarnes 12/01 /2025 msippo 11 /25/2025 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA �� HU1C� Q J .. INTS STRIDE BUS RAPID TRANSIT gT120-TSS106 Oftk DRAWN BY: �l r4lDEFILENAME: SOUTH RENTON TRANSIT CENTER 01 l> c� 4bV cn co ul R. SNELLINGS w S1-BT120-TSS101-106 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z L` SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU ,� 43665 ��`� RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �srIONGISTIAL �� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNAL SCHEDULES LNo. DATE DSN CHK APP REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S GRADY WAY &LAKE AVE S 247 1 co N N O O N U LO (3) 0 O O 1 T N Ir n C'7 N O O O I 4 N Q J M M Xrefs: M xS1-BT120-VRX xS1-BT120-VSF1 xS1-BT120-TSP 1 xS1-BT120-TNP T xS1-BT120-CLP xBRT-CUD05-TB 1 xS1-BT120-GZK O GB-SEAL-RJH43 xS1-BT120-CPP xS1-BT120-CDP xS1-BT120-JCPO xS1-BT120-LPPO xS1-BT120-LHP001 xS1-BT120-EPP101 xS1-BT120-CAP001 xS1-BT120-CM P001 xS1-BT120-TIP001 LL Q LL O O w LLi z Q z z °0 Lu 0° 0� I CO00 00 — O U Q¢ L O z Y 0 LO � CV LO o U GENERAL NOTES: 1. SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. CONSTRUCTION NOTES: 1O INSTALL STRIDE TSP GPS ANTENNA ON EXISTING SIGNAL MAST ARM AT A DISTANCE OF 45.5FT MEASURED FROM THE CENTER OF THE SIGNAL POLE. O2 CONNECT GPS ANTENNA CABLE TO EXISTING OPTICOM 764 PHASE SELECTOR AND INSTALL ONE OPTICOM 768 AUXILIARY INTERFACE PANEL IN EXISTING SIGNAL CABINET. N, 3 EXISTING PHASE DIAGRAM A 01 02 03 (IOLA 0 05 06 08 PROTECTED VEHICLE MOVEMENT ���► PEDESTRIAN MOVEMENT TSP LOW PRIORITY SCHEDULE CHANNEL PHASE A 4 B 8 WIRE SCHEDULE X CONDUIT SIZE CONDUCTORS NOTE EXISTING NEW 1 EX EXISTING 1-TSP T O I I I / n I n ti '7 FO FO FO � _ FO _ E-_-- -E -E_ _-E Lu Q loe loeloe / I // I 10, I I I I I I I I I I I I w GRADY 150+ I /I I LIIJ I ss � u S \ Et- t �— - -E1-tom it100, ass\ X 100, /� Ile \ I I m � I I it T I \ T 5'6" DP 4ff DP 1I �� T � I i N I \\ a� m \ / I m EX TRAFFIC SIGNAL CONTROLLER CABINET I � � \� pY m I � ApY W GR /` / 151k00 S I � GRPp( I F° RAINIER STA 200+00.07 = GRADY STA 150+00.02 i o ; \ i I I \ '--FOB j \ F° \ I 1 ,FO' Ncn \ \ �° I \ ,FO fn I 1\ F� 10 5 0 10 20 SCALE IN FEET TRANSPORTATION OPERATION ja DEVELOPMENT ENGINEERINGCBarnes 12/01/2025 T- msippo 11/25/2025 433249 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA 1 HUT Lu 1"-10' STRIDE BUS RAPID TRANSIT WAS c� Q BT120-TSD104 DRAWN BY: �' °F Cf� U FILENAME: SOUTH RENTON TRANSIT CENTER R. SNELLINGS4S w J S1-BT120-TSD101-104 BT105 FACILITY ID: A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: 43665 BRTGeneralEngineeringConsultont rRIDE J LL SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 REV: 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU �,� �Fcrs65 -9 � RTA/CN 0205 24 SHEET No.: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �ssIONAL ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 248 A No. DATE DSN CHK APP REVISION R. HUTCHINSON 10/24/2025 R. PARGAS 12/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N T O N U M O O 1 T n I n ti '7 FO FO FO � _ FO _ E-_-- -E -E_ _-E Lu Q loe loeloe / I // I 10, I I I I I I I I I I I I w GRADY 150+ I /I I LIIJ I ss � u S \ Et- t �— - -E1-tom it100, ass\ X 100, /� Ile \ I I m � I I it T I \ T 5'6" DP 4ff DP 1I �� T � I i N I \\ a� m \ / I m EX TRAFFIC SIGNAL CONTROLLER CABINET I � � \� pY m I � ApY W GR /` / 151k00 S I � GRPp( I F° RAINIER STA 200+00.07 = GRADY STA 150+00.02 i o ; \ i I I \ '--FOB j \ F° \ I 1 ,FO' Ncn \ \ �° I \ ,FO fn I 1\ F� 10 5 0 10 20 SCALE IN FEET TRANSPORTATION OPERATION ja DEVELOPMENT ENGINEERINGCBarnes 12/01/2025 T- msippo 11/25/2025 433249 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA 1 HUT Lu 1"-10' STRIDE BUS RAPID TRANSIT WAS c� Q BT120-TSD104 DRAWN BY: �' °F Cf� U FILENAME: SOUTH RENTON TRANSIT CENTER R. SNELLINGS4S w J S1-BT120-TSD101-104 BT105 FACILITY ID: A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: 43665 BRTGeneralEngineeringConsultont rRIDE J LL SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 REV: 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU �,� �Fcrs65 -9 � RTA/CN 0205 24 SHEET No.: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �ssIONAL ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 248 A No. DATE DSN CHK APP REVISION R. HUTCHINSON 10/24/2025 R. PARGAS 12/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N T O N U M O O 1 T FO FO FO � _ FO _ E-_-- -E -E_ _-E Lu Q loe loeloe / I // I 10, I I I I I I I I I I I I w GRADY 150+ I /I I LIIJ I ss � u S \ Et- t �— - -E1-tom it100, ass\ X 100, /� Ile \ I I m � I I it T I \ T 5'6" DP 4ff DP 1I �� T � I i N I \\ a� m \ / I m EX TRAFFIC SIGNAL CONTROLLER CABINET I � � \� pY m I � ApY W GR /` / 151k00 S I � GRPp( I F° RAINIER STA 200+00.07 = GRADY STA 150+00.02 i o ; \ i I I \ '--FOB j \ F° \ I 1 ,FO' Ncn \ \ �° I \ ,FO fn I 1\ F� 10 5 0 10 20 SCALE IN FEET TRANSPORTATION OPERATION ja DEVELOPMENT ENGINEERINGCBarnes 12/01/2025 T- msippo 11/25/2025 433249 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA 1 HUT Lu 1"-10' STRIDE BUS RAPID TRANSIT WAS c� Q BT120-TSD104 DRAWN BY: �' °F Cf� U FILENAME: SOUTH RENTON TRANSIT CENTER R. SNELLINGS4S w J S1-BT120-TSD101-104 BT105 FACILITY ID: A 10/24/2025 BN RT RH CoR Permit Revision - CNWD #001 CHECKED BY: 43665 BRTGeneralEngineeringConsultont rRIDE J LL SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 REV: 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU �,� �Fcrs65 -9 � RTA/CN 0205 24 SHEET No.: 0 12/10/2024 BN RT RH ISSUED FOR BID APPROVED BY: �ssIONAL ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: SIGNALIZATION DETAILS RAINIER AVE S & S GRADY WAY 248 A No. DATE DSN CHK APP REVISION R. HUTCHINSON 10/24/2025 R. PARGAS 12/10/2024 J. ALTCHECH 112/10/2024 12/10/2024 N T O N U M O O 1 T N Xrefs: co xBRT-CUD05-TB co GB-SEAL-RA554 T O C� 0 _o z 0 N m W 0 N 0 co 0 0 Q z 2 Q Ir- w (D w z 06 75; m Q � co Q co O 00 z 4 Y O 3:LO N N d o U GENERAL NOTES: 1. THE PHASING PLANS AND DETOURS SHOWN ARE CONCEPTUAL IN NATURE AND ARE NOT INTENTED TO SHOW ALL WORK ACTIVITIES OR INTERIM PHASES THAT WILL BE REQUIRED TO COMPLETE THE WORK. SUPPLEMENTAL NIGHT SHIFT OR WEEKEND WORK MAY BE REQUIRED. THE CONTRACTOR SHALL SUBMIT LOCATION -SPECIFIC TRAFFIC CONTROL PLANS TO THE AUTHORITY HAVING JURISDICTION (AHJ) FOR APPROVAL. 2. TRAFFIC CONTROL SETUP AND CONSTRUCTION HOURS ARE RESTRICTED TO THE DURATIONS SPECIFIED WITHIN THE SPECIAL PROVISIONS AND ANY APPLICABLE PERMITS ISSUED BY APPLICABLE AHJs. 3. THE CONTRACTOR SHALL NOT SCHEDULE ANY CLOSURES REQUIRING A DETOUR UNTIL ALL RELATED TRAFFIC CONTROL AND DETOUR PLANS HAVE BEEN APPROVED BY APPLICABLE AHJs. 4. NOTHING IN THESE NOTES OR CONTRACT DRAWINGS SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY IN WORK AREAS AND NOT BE LIMITED TO WORKING HOURS. 5. BEFORE A ROAD, LANE, OR SIDEWALK CLOSURE, THE CONTRACTOR SHALL ERECT SIGNS 7 CALENDAR DAYS IN ADVANCE FOR BOTH DIRECTIONS OF TRAVEL, IF APPLICABLE, NOTIFYING THE MOTORISTS AND PEDESTRIANS OF THE CLOSURE, UNLESS OTHERWISE NOTED. THE SIGNS SHALL GIVE THE DATE(S) AND TIME OF THE ROAD CLOSURE NOTICE - PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) BOARDS SHALL BE INSTALLED TO INFORM THE PUBLIC OF THE ROAD CLOSURE, NO FEWER THAN FIVE (5) WORKING DAYS IN ADVANCE OF EFFECTIVE DATE AND TIME, NOT INCLUDING HOLIDAYS. PLACE ONE PCMS PER DIRECTION ON ROAD TO BE CLOSED. ROAD CLOSURE NOTICE MESSAGES MUST INCLUDE AT LEAST THE FOLLOWING: ROAD TO BE CLOSED MONTH/DAY - MONTH/DAY AM - PM ROAD CLOSURES LASTING MORE THAN 24 HOURS REQUIRE CITY COUNCIL APPROVAL. TYPICAL FOR ALL ROAD CLOSURES. 6. THE CONTRACTOR SHALL GIVE AT LEAST 30 DAYS ADVANCE NOTICE OF ALL FULL OR PARTIAL STREET, SIDEWALK OR BIKE ROUTE CLOSURES TO ALL AGENCIES PROVIDING EMERGENCY SERVICES, INCLUDING, WITHOUT LIMITATION, POLICE, FIRE, AND AMBULANCE SERVICES. 7. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL SIGNAGE REQUIRED FOR TRAFFIC CONTROL AND FOR THE TIMELY INSTALLATION AND REMOVAL OF THAT SIGNAGE. ALL CONFLICTING SIGNING SHALL BE COVERED. ADDITIONALLY ALL CLASS B SIGNS SHALL BE REMOVED AND CLASS A SIGNS BAGGED OUTSIDE NON WORKING HOURS WHEN NOT IN USE OR NOT APPLICABLE. 8. BUS OPERATIONS SHALL BE MAINTAINED. COORDINATE WITH KING COUNTY METRO FOR ANY ANTICIPATED BUS STOP IMPACTS. KING COUNTY METRO MUST RECEIVE A NOTICE AT LEAST 30 BUSINESS DAYS PRIOR TO IMPACTING AN EXISTING KCM BUS STOP. KCM MUST RECEIVE A NOTICE AT LEAST 10 BUSINESS DAYS PRIOR TO STREET CLOSURES THAT REQUIRE TRANSIT DETOURS. CONTACT: (206) 477-1140 OR CONSTRUCTION.COORD@KINGCOUNTY.GOV. 9. THE CONTRACTOR SHALL PLATE OVER OPEN TRENCHES WHEN NOT IN OPERATION AND SHALL OPEN TRAFFIC LANES TO NORMAL OPERATIONS. A NON -SLIP PLATE SURFACE SHALL BE USED. "MOTORCYCLES USE EXTREME CAUTION" SIGNS ARE REQUIRED, PER WAC 468-95-306. MAXIMUM PLATING DURATION IS 3 CONSECUTIVE DAYS. 10. THE CONTRACTOR SHALL PARTICIPATE IN PUBLIC OUTREACH PROCESS LED BY SOUND TRANSIT, WSDOT, OR ANY OTHER AHJs. 11. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO ADJACENT PROPERTIES AND BUSINESSES THROUGH THE DURATION OF THE PROJECT. ALL INGRESS AND EGRESS AREAS SHOWN AS "CONSTRUCT UNDER TRAFFIC" SHALL MAINTAIN ACCESS FOR TRAFFIC THROUGH THE DURATION OF THE ASSOCIATED STAGE. THE MINIMUM DRIVEWAY OR AISLE WIDTH SHALL BE 10'. 12. THE CONTRACTOR SHALL MAINTAIN 11 FOOT MINIMUM TRAVEL LANES DURING CONSTRUCTION UNLESS OTHERWISE NOTED. IN CASES WHERE THE EXISTING LANE WIDTH IS LESS THAN 11 FEET, THE EXISTING WIDTH MAY BE MAINTAINED. 13. THE CONTRACTOR SHALL PROVIDE A TWO -FOOT LATERAL BUFFER SPACE BETWEEN THE WORK ZONE AND THE EDGE OF THE NEAREST TRAVEL LANE. 14. ALL LANE CLOSURES MUST BE ALONG ACTIVE WORK AREAS. THE CONTRACTOR SHALL OPEN LANES TO TRAFFIC IN AREAS WITH LONG PERIODS OF INACTIVITY. 15. FOR STEEP GRADES AND DROP-OFFS WITHIN THE CLEAR ZONE, TEMPORARY BARRIERS SHALL BE PLACED ON THE TRAFFIC SIDE WITH A MINIMUM OF TWO FEET BETWEEN THE DROP-OFF AND THE BACK OF THE BARRIER AND A MINIMUM TWO -FOOT LATERAL BUFFER SPACE TO TRAFFIC. ALL TEMPORARY BARRIERS SHALL BE MASH -COMPLIANT AND MEET WSDOT REQUIREMENTS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PEDESTRIAN TRAFFIC CONTROL. A SIDEWALK ON ONE SIDE OF THE STREET SHALL BE MAINTAINED AT ALL TIMES, OR A MINIMUM 4-FOOT ADA OR PROWAG COMPLIANT PATH MUST BE PROVIDED. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO CROSSWALKS OR PROVIDE A PATHWAY UTILIZING A SPOTTER TO GUIDE PEDESTRIANS THROUGH WORK AREAS WHICH ARE SHOWN AS "CONSTRUCT UNDER TRAFFIC". 17. THE WORK AT INTERSECTIONS SHALL BE PHASED TO MINIMIZE IMPACT TO PEDESTRIANS. WHERE APPLICABLE, AT LEAST THREE OF THE FOUR AVAILABLE CROSSING MOVEMENTS AT INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY ADA-COMPLIANT RAMPS SHALL BE PROVIDED BY THE CONTRACTOR, IF NEEDED. 18. A PROTECTIVE VEHICLE IS RECOMMENDED. IF A TRUCK MOUNTED ATTENUATOR (TMA) ISN'T AVAILABLE, A WORK VEHICLE MAY BE USED. WHEN NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS, WITH MINIMUM REQUIRED ROLL -AHEAD DISTANCE. 19. FOR SIGNS, REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WSDOT SIGN FABRICATION MANUAL M55-05. 20. LOCATIONS OF SIGNS AND OTHER TRAFFIC CONTROL DEVICES ARE APPROXIMATE AND MAY BE RELOCATED TO AVOID OBSTRUCTIONS. 21. THE CONTRACTOR MUST COORDINATE WITH WSDOT MAINTENANCE FOR WORK THAT WILL AFFECT ANY TRAFFIC SIGNALS ALONG S GRADY WAY AND RAINIER AVENUE S. 7nKlPQ- TRAFFIC CONTROL SETUPS SEPARATED INTO THREE ZONES: ZONE A: RAINIER AVENUE S AT HARDIE AVENUE SW BETWEEN SW 7TH STREET AND S GRADY WAY ZONE B: LAKE AVENUE S BETWEEN S GRADY WAY AND SHATTUCK AVENUE S ZONE C: S GRADY WAY BETWEEN RAINIER AVENUE S AND LAKE AVENUE S STAGING AND SEQUENCING: ZONE A (RAINIER AVENUE S): PHASE 1: - CONSTRUCTION OF NORTHBOUND RAINIER AVENUE S AT HARDIE AVENUE SW. - CLOSURE OF NORTHBOUND TRAFFIC LANES ON RAINIER AVENUE S FROM S GRADY WAY TO SW 7TH STREET. PHASE 2: - CONSTRUCTION OF SOUTHBOUND RAINIER AVENUE S AT HARDIE AVENUE SW. - CLOSURE OF SOUTHBOUND TRAFFIC LANES ON RAINIER AVENUE S FROM SW 7TH STREET TO S GRADY WAY. ZONE B (LAKE AVENUE S): PHASE 1: - CONSTRUCTION ON LAKE AVENUE S - CLOSURE OF LAKE AVENUE S BETWEEN S GRADY WAY AND SOUTH RENTON PARK & RIDE DRIVEWAYS - RELOCATING BUS ROUTES FROM LAKE AVENUE S TO NEW TRANSIT CENTER VIA RAINIER AVENUE S ZONE C (S GRADY WAY): PHASE 1: - CONSTRUCTION OF SEWER PIPE AND SIDEWALK ON NORTH SIDE OF S GRADY WAY - NO LANE CLOSURE DURING CONSTRUCTION PHASE 2.1: - CONSTRUCTION OF WATER PIPE IN THE WESTBOUND INSIDE LANE ON S GRADY WAY (WEST SEGMENT) - CLOSURE OF WESTBOUND INSIDE TRAFFIC LANE ON S GRADY WAY PHASE 2.2: - CONSTRUCTION OF WATER PIPE IN THE WESTBOUND INSIDE THROUGH LANE ON S GRADY WAY - CLOSURE OF WESTBOUND INSIDE TRAFFIC LANE PHASE 2.3: - CONSTRUCTION OF WATER PIPE IN THE RIGHT TURN CHANNEL ON WESTBOUND S GRADY WAY AT RAINIER AVE - CLOSURE OF WESTBOUND OUTSIDE THROUGH LANE ON S GRADY WAY AND RIGHT TURN MOVEMENT FROM WESTBOUND S GRADY WAY TO NORTHBOUND RAINIER AVE - CLOSURE OF OUTSIDE TWO THROUGH LANES ON RAINIER AVENUE NORTH OF S GRADY WAY - DETOUR RIGHT TURN TRAFFIC TO ADJACENT ROADWAYS COMPLETE WORK IN ORDER OF PHASE NUMBERING. SOUTH RENTON TRANSIT CENTER STATION SITE CONSTRUCTION MAY OCCUR CONCURRENTLY WITH PHASE 1 ROADWAY CONSTRUCTION. ZONE B CONSTRUCTION SHOULD NOT BEGIN UNTIL THE TRANSIT CENTER HAS BEEN BUILT. ZONE B AND ZONE C RESTRICT ACCESS / CLOSE LAKE AVENUE. THESE TWO PHASES COULD BE COMBINED / COORDINATED. ZONE A AND ZONE C SHALL NOT BE CONSTRUCTED CONCURRENTLY BUT, RATHER, SHALL BE CONSTRUCTED SEQUENTIALLY. SCOPE OF WORK WITHIN EACH ZONE IS PROVIDED IN THE MAINTENANCE OF TRAFFIC AND TRANSIT (MOTT) REPORT.. SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' +/- RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CONDITION OF APPROVAL # 14: TRAFFIC CONTROL PLANS NOT APPROVED. CONTRACTOR TO PROVIDE DETAILED TRAFFIC CONTROL PLANS TO BE REVIEWED AND APPROVED BY CITVS TRAFFIC CONTROL DIVISIONS. TCP SUBMITTALS SHALL FOLLOW CITY'S REQUIREMENTS AND SUBMITTED WITH APPLICATION TO TCP@RENTONWA.GOV. MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8'. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100 123' 172' 74' 100, 150' CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 I r=r;r=nin TYPE II BARRICADE TYPE III BARRICADE CLASS A CONSTRUCTION SIGN (LONG TERM WORK ZONE) CLASS B CONSTRUCTION SIGN (SHORT TERM WORK ZONE) TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAFFIC TEMPORARY CONCRETE BARRIER IMPACT ATTENUATOR UNIFORMED POLICE OFFICER (UPO) FLAGGING STATION WORK AREA CONSTRUCT UNDER TRAFFIC POTENTIAL TEMP BUS STOP LOCATION T-433250 DESIGNED BY: SCALE: DRAWING No.: Z. WANG w�oF C. Q J NTs STRIDE BUS RAPID TRANSIT DRAWN BY: o��w ��o�d FILENAME: SOUTH RENTON TRANSIT CENTER4S U) BT120-TMN101 A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 Z. WANG `x �' u, J S1-BT120-TMN101 BT105 FACILITY ID: 2 6/27/2025 ZW PJ RA ADDENDUM#2 CHECKED BY: BRT Generol Engineering Consultont )l I rqIDE J LL SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 1 06/13/2025 ZW PJ RA ADDENDUM #1 J. SEYER l TERti� ��� RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 ZW JS RA ISSUED FOR BID APPROVED BY: sSIONAL ��� SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: TRAFFIC CONTROL NOTES 249 A No. DATE DSN CHK APP I REVISION R. ACEVEDO 1012212025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 co N N O O N U H H H co co N O O N Q J Xrefs: M xBRT-CUD05-TB M xS1-BT120-VSF1 xS1-BT120-CDP xS1-BT120-CAP T xS1-BT120-CLP xS1-BT120-CMP xS1-BT120-CMP xS 1-BT120-CM P O xS1-BT120-RPP rr xS1-BT120-UCP xS 1-BT120-USP xS1-BT120-UWP xS 1-BT120-TM P 101 xS1-BT120-CPP001 GB-SEAL-RA55471 NT O 0 n 73 0 N m 0 N co O 0 Q z_ Q X w CD w z 06 75; m Q � co Q co _o z Y O LO 3:N N N d o U 36" ROAD WORK AHEAD 36" 36" \ 36" FIRST DRUM X36" NsDETOUR AHEAD 36" 11411" GENERAL NOTES: W20-1 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3. CONTRACTOR MUST MAINTAIN BUSINESS ACCESS TO THE LES SCHWAB TIRE CENTER ON SATURDAYS DURING THIS PHASE. SUGGESTED PHASING OF IMPROVEMENTS: A. CONSTRUCT SOUTHBOUND LEFT -TURN LANE TO END OF PROPOSED MEDIAN; THIS WORK COULD BE PERFORMED DURING OFF-PEAK HOURS WITH A SINGLE LEFT -LANE CLOSURE. B. DO NOT CONSTRUCT CURB -AND -GUTTER IMPROVEMENTS FROM END OF PROPOSED MEDIAN TO STA. 208+34 TO PROVIDE U-TURN BUSINESS ACCESS. C. COMPLETE REMAINING IMPROVEMENTS. 4. CONTRACTOR MUST BLOCK OPEN MEDIAN TO TRAFFIC ONCE THE NORTHBOUND DIRECTION OF TRAVEL HAS BEEN OPENED TO TRAFFIC. DESIGNED BY: Z. WANG DRAWN BY: Z. WANG A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 CHECKED BY: 1 06/13/2025 ZW PJ RA ADDENDUM #1 J. SEYER 0 12/10/2024 ZW JS RA ISSUED FOR BID APPROVED BY: No. DATE DSN CHK APP I REVISION R. ACEVEDO • � Q 'A \ \ 00 ZONE A - PHASE 1 48" ROAD 30„ CLOSED R 11-2 0 TVVk0 � . ,757, ® C x � � XXI 24" Ak SIDEWALK CLOSED G Y 150+ 0 AHEAD 1 RAINIER 200+00 'CROSS HERE ROAD -� CLOSED �s \ 1-2 ° 'xp O 2411 2 POTENTIAL PCMS DISPLAY: R3 \ \ _1 x� � 0 1. ROAD CLOSED AHEAD; O \\\R\ 2. USE SHATTUCK AVE W3-5 STERN AL �� SUBMITTED BY: 10/22/2 )25 R. PARGAS FIRST DRUM xp �p 36 /* O O• W4-2L 36" 3 6 " N / W2�0-5L R2-1 W20-3 W20-2 DATE: 12/10/2024 RP1N�E 205+0 D4k00 q2411 �IIIIIIII SCALE: J 1 "=50' Q r)?IDE Q FILENAME: 4S U) Cf) w J MS1-BT120-TMP101-104 BRT General Engineering Consultant J SDUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 REVIEWED BY: DATE: DATE: J. ALTCHECH 12/10/2024 12/10/2024 ++ O Now 4H4H4H� SEE NOTE 3 50 25 0 50 100 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S DRAWING No.: BT120-TMP101 FACILITY ID: BT120 SHEET No.: REV: 250 A N T O N CU LO O) O 0 T co co 0 O N Q J m co Xrefs: xBRT-CUD05-T M xS1-BT120-VSF xS1-BT120-CDP xS1-BT120-CAP T xS1-BT120-CLP( V xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-CMP xS1-BT120-RPP 0 xS1-BT120-UCP xS 1-BT120-USP xS1-BT120-UWP xS 1-BT120-TM P 101 xS1-BT120-CPP001 GB-SEAL-RA55471 1 0 0 n 0 N H m U) O N T_ co co It 0 0 75 O U U z ry 0 U z z O U N ml N m _0 � ¢ CD z CD_ M ry N o o U X O O + O O O � N a. w2 W F— _Z Q� �m Z� J 2� V W W acl) 0 /NI ER 2 A�nf� � RA/JV/ERA ER 211 +00 a,N,E 212+00 _ o F_ SEA3 Op3 SEE NOTE 3 DC3_1 v B \ RA'N'ER 213+00 Fpp3-' ss. 24" SIDEWALK CLOSED AHEAD 12" CROSS HERE R9-11 R GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3. CONTRACTOR MUST MAINTAIN BUSINESS ACCESS TO THE LES SCHWAB TIRE CENTER ON SATURDAYS DURING THIS PHASE. SUGGESTED PHASING OF IMPROVEMENTS: A. CONSTRUCT SOUTHBOUND LEFT -TURN LANE TO END OF PROPOSED MEDIAN; THIS WORK COULD BE PERFORMED DURING OFF-PEAK HOURS WITH A SINGLE LEFT -LANE CLOSURE. B. DO NOT CONSTRUCT CURB -AND -GUTTER IMPROVEMENTS FROM END OF PROPOSED MEDIAN TO STA. 208+34 TO PROVIDE U-TURN BUSINESS ACCESS. C. COMPLETE REMAINING IMPROVEMENTS. 1 06/13/2025 ZW PJ IRA ADDENDUM #1 0 12/10/2024 ZW JS RA ISSUED FOR BID No. DATE DSN CHK APP REVISION DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO ZONE A - PHASE 1 X36" ROA� WORK AHEAD 36" W20-1 RAIN/ ER 21 + —� lop /N n � o - 24" e- SUBMITTED BY: 06/10/2025 R. PARGAS N Z a END DETOUR 18" SCALE: J 1 "=50' Q Q FILENAME: 4SrRIDE U) w J S1-BT120-TMP101-104 BRT General Engineering Consultant � LL SIT Sou111 �7 DTRANCONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 REVISIONS TO ENTIRE DRAWING 1 50 25 0 50 100 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC TRAFFIC CONTROL PLAN RAINIER AVE S T-433252 DRAWING No.: BT120-TMP102 FACILITY ID: BT120 SHEET No.: REV: 251 1 LO (3) 0 0 1 T N O 0 0 I N Q J M M Xrefs: xBRT-CUD05-TB xS1-BT120-VSF1 xS1-BT120-CDP xS1-BT120-CAP T xS1-BT120-CLPO xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-CMP xS1-BT120-RPP xS1-BT120-UCP xS 1-BT120-USP xS1-BT120-UWP001 xS1-BT120-TM P101 xS1-BT120-CPP001 GB-SEAL-RA55471 NT 0 0 n 0 N m , 0 N co 0 r) Q z Q X w CD w Z06 �m Q �co Q co O 00 z Y O � LO N N d o U END 18„ DETOUR 24" M4-8A GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 7711, �J 6) 9O� CPx 00 DETOUR 24" 30" c� M4-9R �Q c9x °° RAINIER 200+00- ,\p0 S � G ZONE A - PHASE 2 24" SIDEWALK CLOSED AHEAD 12" CROSS HERE R9-11 R R l Y 150+00 �' 36" RO�r%D ... A1/ \A" E, 36 W2C s six °o LL � pp�kpp 24" 12' SIDEWALK CLOSED R9-9 24" 12' SIDEWALK CLOSED R9-9 48" ROAD CLOSED 30" R11-2 w _ �RAINIER 206 RP114,E ZpS+Op RA=IER 207+00 U I l l l l l i u 24" JCS P 1211 SIDEWALK CLOSED R9-9 a :�I���i .__!11�i� �800 48" ROAD CLOSED 30" R11-2 50 25 0 50 100 SCALE IN FEET T-433253 ]DESIGNED BY: SCALE: DRAWING No.: Z. WANG oF C.AN�� Q J 1"=50' STRIDE BUS RAPID TRANSIT DRAWN BY: o��w ��o�d FILENAME: SOUTH RENTON TRANSIT CENTER BT120-TMP103 Z. WANG `x �'4SrLuRIDE - S1-BT120-TMP101-104 BT105 FACILITY ID: A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 CHECKED BY: TE TRAFFIC CONTROL PLAN BRT General Engineering Consultant )l J CONTRACT No.: BT120 1 06/13/2025 ZW PJ RA ADDENDUM #1 J. SEYER �5, 1�ti� �ww 50uN�TRaNs�r RTA/CN 0205-24 TRAFFIC SHEET No.: REV: ti 0 12/10/2024 ZW JS RA ISSUED FOR BID APPROVED BY: sSIONAt ��CS SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 252 A INo. DATE DSN CHK APP REVISION R. ACEVEDO 1012212025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER AVE S co T N C) N CU H H J co 0 0 O N Q J N Xrefs: co xBRT-CUD05-TB m xS1-BT120-VSF1 Nt xS1-BT120-CDP 1 xS1-BT120-CAP T xS1-BT120-CLP0 xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-RPP rr xS1-BT120-UCP xS1-BT120-USP xS1-BT120-UWP xS1-BT120-TMP101 xS1-BT120-CPP001 GB-SEAL-RA55471 O 0 n 0 N m 0 N O M O 0 75 O U z ry 0 U O z Q z O U N am N co O a o z ri Y LO o> N j o >� (.0 U X36" ROA� WORK \'Jr'fv EAD 36" 36" w20-3 DETOUR AHEAD 36" W20-2 30$ R 11-4 �O �s k0 O NGL y DI ETOUR 24" POTENTIAL PCMS DISPLAY: 1. HARDIE CLOSED AT RAINIER 2. USE ALT ROUTE 36" \20/ W20-1 24" 36" ,\ V 01 30" W20-3 30" s� 00 M4-9S 0 M4-9S 01k0 G P►� 36" O�v P►� 24" N� ROAD �,A CLOSED 2411 N��C AHEAD R3-1 r'Q 36" k DETOUR 24" OO (p W20-3 3011 N� i 4811 M4-9S -� N�A R0A 2411 SIDEWALK CLOSED CL0 AHEAD 1211 R11-2IROsS HERE 00 R9-11 L RAI RA/ I V'ER 210 +00 ER A VE q -�� wl w,_ _ GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3. TRAFFIC TO BE DIRECTED THROUGH TEMPORARY TRAVEL LANES VIA DRUMS ONLY; TEMPORARY STRIPING WILL NOT BE PROVIDED. 1 06/13/2025 ZW PJ IRA ADDENDUM #1 0 12/10/2024 ZW JS RA ISSUED FORBID No. DATE DSN CHK APP REVISION 30" 48" R11-2 48" M4-10R RA/Nl R 21 1+p0 SW 7TH ST 250+00 E RA/N/ R 21�� „_ SW 7TH ST STA 249+99.98 RAIN _ DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO ZONE A - PHASE 2 30" M4-9R = RAfNIERSTA 212+42.13 1 ER 21 R 214+ N _INIF 2411 t 24" R3-2 00 DETOURDETOUR 24" N N�A� s 30" oo�ko , M4-9S 0 y 24" 30" M4-9S 36" SUBMITTED BY: DATE: R. PARGAS 12/10/2024 36" `\V W20-2 36" NS� W20-2 DETOUR]_,.. W20-1 POTENTIAL PCMS DISPLAY: 1. RAINIER CLOSED AHEAD; 2. USE LIND ROUTE Sr.RIDE BRT General Engineering Consults REVIEWED BY: J. ALTCHECH 36" 'SsSS�Z W20-3 SCALE: 1 "=50' QJ - Q U FILENAME: U) U) w J S1-BT120-TMP101-104 nt J SouNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 MyLIPA:4 W4-2R POTENTIAL PCMS DISPLAY: 1. ROAD CLOSED AHEAD; 2. USE LIND AVE 36" W2�0-5R REVISE LANE CONTROL TO SPLIT TWO LANES WITH ONE LANE RIGHT AND ONE LANE LEFT TO MAXIMIZE CAPACITY AND REDUCE QUEUING. PROVIDE DETOURS EAST AND WEST ON S. 7TH ST. VIA GRADY WAY BACK TO RAINIER AVE. S. SOUTHBOUND. CBARNES 36" W20-5B 50 25 0 50 100 !I I 6666iii SCALE IN FEET T-433254 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-TMP104 BT105 FACILITY ID: TRAFFIC BT120 SHEET No.: REV: TRAFFIC CONTROL PLAN RAINIER AVE S 253 1 C'7 N N 0 0 N CU LO 0) O O T co 0 O N Q J Xrefs: xBRT-CUD05-TB xS1-BT120-CAP xS1-BT120-RPP xS1-BT120-VSF1 xS1-BT120-UCP xS1-BT120-USP xS1-BT120-UWP xS1-BT120-CLP0 xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-TMP1 xS1-BT120-CPP001 GB-SEAL-RA55471 N C'7 I T— I 0 rr I 0 0 75 H 0 N_ H m cn O N CO co O c) 75 O U U Z_ 2 CD Z Q Z O Z) c� _ N Z Q 06 00 _ c/)I N pp —O U a Q O z o Y >o N a_ o U DELETED T-433255 DESIGNED BY: SCALE: DRAWING No.: Z. WANG Q J 1"=50' STRIDE BUS RAPID TRANSIT DRAWN BY: U FILENAME: SOUTH RENTON TRANSIT CENTER BT120-TMP105 Z. WANG w S1-BT120-TMP105-106 BT105 FACILITY ID: SrqIDE D 'r1r 7/17/2025 ZW JS RA ADDENDUM#5 CHECKED BY: BRT General Engineering Consultant z " SOUNDTRMSiT CONTRACT No.: TRAFFIC BT120 1 6/27/2025 ZW PJ RA ADDENDUM #2 J. SEYER RTA/CN 0205-24 SHEET No.: REV: 0 212/10/2024 ZW JS RA ISSUED FOR BID APPROVED BY: SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: ITRAFFIC CONTROL PLAN LAKE AVE S 254 0 No. 1 DATE IDSN CHK APP REVISION IR.ACEVEDO R. PARGAS 17/17/2025 J. ALTCHECH 17/17/2025 7/17/2025 C'7 N T— N 0 0 N CU T N rr C'7 C'7 N O O O N Q J Xrefs: (Y� xBRT-CUD05-TB M xS1-BT120-CAP xS1-BT12O-RPP xS1-BT120-VSF1 xS1-BT120-UCP r xS1-BT120-USP xS1-BT120-UWP xS1-BT120-CLPO O xS1-BT120-CMP xS 1-BT120-CM P xS1-BT120-CMP xS 1-BT120-TMP xS1-BT120-CPP001 GB-SEAL-RA55471 (D Z 2 N u N N CM N 'V CD O O H O N_ H m U) O N O C'') It O 0 75 O U U _Z 2 (D Z Q Z O D N_ 06 m I U) m O U Q _Z Y Orf >O U m co Xrefs: xBRT-CUD05-TB co xS1-BT120-VSF1 xS1-BT120-CLPO 1 xS1-BT120-CDP T xS1-BT120-CMP V xS1-BT120-CMP 1 xS1-BT120-CMP O xS1-BT120-RPP xS 1-BT120-UCP 0 xS1-BT120-USP xS 1-BT120-U W P xS 1-BT120-CAPO xS1-BT120-CPP001 xS 1-BT120-TM P 101 GB-SEAL-RA55471 S GRADY WAY 24" SIDEWALK CLOSED AHD 12" CROSS HERE R9-11aR /p ® O 0 j / a'�� n 0 GRADY 150+00 GRADY 148+00 GRADY 149+"" RAINIER 200+00— NNW Now rJ CD 0 �i ti GENERAL NOTES: 0 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. N 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST m N P N 1 3. CONTRACTOR TO COORDINATE WITH THE CITY OF o RENTON AND PROVIDE AT LEAST THREE (3) WEEKS NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 0 co 0 O U U z_ 0 C� z Q z O (D _ N Q� �m N 00 —0 U Q¢ � o U z Y N 1 06/13/2025 ZW PJ RA ADDENDUM #1 o 0 12/10/2024 ZW JS RA ISSUED FOR BID o U No. DATE DSN CHK APP REVISION v �� GRADY 151+00 GRADY 153+00 S GRADY WAY TEMPORARY PAVEMENT MARKINGS: 1O 4" SOLID LINE, WHITE, TAPE OR PAINT 2O 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO SUBMITTED BY: R. PARGAS ZONE C - PHASE 1 GRADY 154+00 GRADY 155+00 C3KAUY 156+UU 50 25 0 50 100 SCALE IN FEET T-433257 SCALE: DRAWING No.: STRIDE BUS RAPID TRANSIT w 1"=50' BT120-TMP107 r)?IDE ui Q FILENAME: SOUTH RENTON TRANSIT CENTER 4S U) -j J S1-BT120-TMP107-115 BT105 FACILITY ID: BRT General Engineering Consultant J LL CONTRACT No.: BT120 SOUNDTRANSIT RTA/CN 0205-24 TRAFFIC SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: TRAFFIC CONTROL PLAN S GRADY WAY 256 1 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 C'7 N N 0 0 N CU LO 0 0 0 1 T co N O O N Q J m m Xrefs: xBRT-CUD05-TBco xS1-BT120-VSF xS1-BT120-CLP xS1-BT120-CDP T xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-RPP xS1-BT120-UCP 0= xS1-BT120-USP xS1-BT120-UW xS 1-BT 120-CAP xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 0 0 LO ti 0 d H 0 N H m 0 N M 0 0 73 O U U Z_ ry 0 2 (D Z Q z O Z) (D N Z Q06 �m N pp -O Qa rn O C'M z o Y O N c N U ti O a LU Zo 6 _ J N 2� � 00 Q0 W LU ZONE C - PHASE 1 POTENTIAL PCMS DISPLAY: 1. LAKE AVE CLOSED; 2. USE SHATTUCK AVE 36' ROAD WORK X AHEADAD DETOUR 24„ 36"RK I w2o-1 AHEAD 30" 36" M4-9R Y �pY W20-1 S GRpD LU Q C� <36" DETOUR = AD AIIIIIIIIIIIIIIIIIII24" cn RK 30" EAD M4-9L GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 0 12/10/2024 ZW IJS IRA JISSUEDFORBID No. I DATE DSN CHK APP REVISION W20-1 TEMPORARY PAVEMENT MARKINGS: 1O 4 SOLID LINE, WHITE, TAPE OR PAINT 2O 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO IFIJIL010111zI Q,frJ?IDE J U IM)l C/)_ co W J BRT General Engineering Consultant z U- SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH SCALE: illm W=—.. I =50' FILENAME: S1-BT120-TMP107-115 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 50 25 0 50 100 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC TRAFFIC CONTROL PLAN S G RADY WAY T-433258 DRAWING No.: BT120-TMP108 FACILITY ID: BT120 SHEET No.: REV: 257 0 c'7 N N O O N CU N It O O 4 N Q J Xrefs: I co xBRT-CUD05-TB(� xS1-BT120-VSF xS1-BT120-CLP xS1-BT120-CDP 1-- xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS 1-BT120-RPP xS1-BT120-UCP rr xS1-BT120-USP xS1-BT120-UW xS 1-BT120-CAP xS1-BT120-CPP001 xS1-BT120-TM P101 GB-SEAL-RA55471 1 LO ti O n 0 N m U) O N T- O co It O r) 75 O U U z_ ry 0 C� z Q z O (D _ N z �m N (n 00 — O U Q¢ �(D z O Y O> N j o >� o U 1 v � SEE NOTE 3 S GRADY WAY 1+00 GRADY 148+00----GRADY 14 4 ArE ° 1 C' GRADY 150+0. r RAI N I ER 200+00 GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 1 3. CONTRACTOR TO COORDINATE WITH THE CITY OF RENTON AND PROVIDE AT LEAST THREE (3) WEEKS NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 0 GRADY 15'b+00 _RI Ei3 art' ® eRADY 152+00 r1 2 3 N, ZONE C - PHASE 2.1 G%ADY 151+00 GRAD V 154+00 0 vrT.yu r vvH r 1 -=---=- .s■� 11 v GRADY. 11 THE CONTRACTOR MUST MAINTAIN ACCESS TO LEFT TURN LANES. TEMPORARY PAVEMENT MARKINGS: 1O 4" SOLID LINE, WHITE, TAPE OR PAINT O2 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT O4" SOLID LINE, YELLOW, TAPE OR PAINT LT1 36" ■� I;L��i'ai GRADY 157+00 GRADY8+00n THE CONTRACTOR SHALL ADJUST TRAFFIC SIGNAL OPERATION AT THIS INTERSECTION IF NECESSARY DURING CONSTRUCTION. N 0 M��/ GRAD 159+00 THE CONTRACTOR MUST MAINTAIN CROSSWALK ACCESSIBILITY DURING CONSTRUCTION. T n —rr w nni 50 25 0 50 100 SCALE IN FEET T-433259 DESIGNED BY: SCALE: DRAWING No.: Z. WANG C. AC� w 1"=50' STRIDE BUS RAPID TRANSIT WAS BT120-TMP109 DRAWN BY: o��w°F , �I���� FILENAME: SOUTH RENTON TRANSIT CENTER 4S U) U) Z. WANG �' uw S1-BT120-TMP107-115 BT105 FACILITY ID: CHECKED BY: �� BRT General Engineering Consultont RIDE � LL SovN�TRaNs�r CONTRACT No.: TRAFFIC BT120 1 06/13/2025 ZW PJ RA ADDENDUM #1 J. SEYER ��SFcjsTER���`�' 111 �7 RTA/CN 0205-24 TRAFFIC CONTROL PLAN SHEET No.: REV: 0 12/10/2024 ZW JS RA ISSUED FOR BID APPROVED BY: ONAL 06/10/2025 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: 258 1 No. DATE DSN CHK APP REVISION R. ACEVEDO R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 S. GRADY WAY co T N 0 0 N CU LO O) 0 0 1 T N rr 0— co N O O I N Q J Xrefs: M xBRT-CUD05-T co xS1-BT120-VSF xS1-BT120-CLP xS1-BT120-CDP xS1-BT120-CMP T xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-RPP O xS1-BT120-UCP rr xS1-BT120-USP xS1-BT120-UW xS 1-BT 120-CAP xS1-BT120-CPP001 xS1-BT120-TM P101 GB-SEAL-RA55471 >D 0 LO ti O d H O N H m O N CO M O 73 O U U Z_ ry 0 2 CD Z Q Z O Z) CD N Z Q 06 00 N co — O U Q Q rn O M z O Y O N c N U M co Xrefs: xBRT-CUD05-T M xS1-BT120-VSF xS1-BT120-CLP xS1-BT120-CDP T xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-RPP xS 1-BT120-UCP 0 xS1-BT120-USP xS1-BT120-UW xS 1-BT120-CAP xS1-BT120-CPP001 xS 1-BT120-TM P 101 GB-SEAL-RA55471 o I N�y Z � I O SIC e S GRADY WAY GRADY 150+00 W i LnFr gp�� i I 6 RADY 148+00— GRADY 4_ +^RAINIER 200+00 c IIRADY 151 +00 �RADY�1.52+00 o GENERAL NOTES: ' 01 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. CD 0 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 3. CONTRACTOR TO COORDINATE WITH THE CITY OF o RENTON AND PROVIDE AT LEAST THREE (3) WEEKS a NOTICE FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 0 N m O N co O Q Z Q X W CD w Z06 �m Q �co co Q _o 6' z A 10/24/2025 ZW JS RA CoR Permit Revision - CNWD #001 0, 2 6/27/2025 ZW PJ RA ADDENDUM #2 N 1 06/13/2025 ZW PJ RA ADDENDUM #1 N 0 12/10/2024 JZW JS RA I ISSUED FOR BID d U No. DATE DSN CHK APP I REVISION 36" ROAD WORK \AHEAD 36" W20-1 2 ffim ZONE C - PHASE 2.2 4H 4�4H 4W�w-3iy �w-m--,w_�- ROAD WORK ' - AHEAD 36"co co W20-1 I ix I 777 fTl 777 i /7 - & O O 0 3 r f:,... 1718 20 21 +0 0 2 a I 3 �1�— 4 A +50,, SS SS SS SS SS SS SS S = 1��11 VV VV GRADY 153+00 S GRADY WAY TEMPORARY PAVEMENT MARKINGS: 1O 4" SOLID LINE, WHITE, TAPE OR PAINT O2 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT O4" SOLID LINE, YELLOW, TAPE OR PAINT DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO STERN AL �� SUBMITTED BY: 1012212025 R. PARGAS W W W— GRADY�154+00 GRADY 155+00® TAPER 100' �d I�SL-1 - nzw II /--T GRADY 156+00 GRADY 157+00 GRA 8+00 GRADY 1�59+00 — GRADY 1-6O+OCAD + , M — — — — � � —yoFo FOC3 13e,;. � OC4 -1„T- 4S BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 1 J. ALTCHECH SEE NOTE 3 SCALE: 1 "=50' Q J FILENAME: Q U) Cf) w J S1-BT120-TMP107-115 J IL SouNDTRANSIT CONTRACT No.: 111 RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 ry I CIV I IAL PCMS DISPLAY: 1. WESTBOUND GRADY CLOSED 2. USE SHATTUCK & 7TH ST 50 25 0 50 100 SCALE IN FEET T-433261 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-TMP111 BT105 FACILITY ID: TRAFFIC BT120 SHEET No.: REV: TRAFFIC CONTROL PLAN S. GRADY WAY 260 A M N N 0 0 N C) co 0 0 I N Q J N Xrefs: xBRT-CUD05-TB M xS1-BT120-VSF1 xS1-BT120-CLP xS1-BT120-CDP(T xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-RPP xS1-BT120-UCP rr xS1-BT120-USP xS1-BT120-UWP xS 1-BT 120-CAP xS1-BT120-CPP001 xS1-BT120-TMP101 GB-SEAL-RA55471 0 0 LO ti O a 0 N H m U) O N CO M O 73 O U U Z_ ry 0 2 (D Z Q z O Z) (D N Z Q06 �m N pp -O Qa rn O ''? z O Y O N c N U 30" SPEED LIMIT 36" 25 36" ROA-N WORK AHEAD 36" W20-1 cn LU DETOUR 4 24" 30" M4-9L GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. 0 12/10/2024 ZW IJS IRA JISSUEDFORBID No. I DATE DSN CHK APP REVISION 36" R00 OAD WORK AHEAD 36" W20-1 TEMPORARY PAVEMENT MARKINGS: 1O 4" SOLID LINE, WHITE, TAPE OR PAINT 2O 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT (�) 4" SOLID LINE, YELLOW, TAPE OR PAINT DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO IFIJIL010111zI ZONE C - PHASE 2.2 POTENTIAL PCMS DISPLAY: 1. GRADY AVE CONSTRUCTION; 2. SINGLE LANE AHEAD 36" ` 00 ROM WORN AH EA 36" /00 W20-1 Y �pY S GRpD Q,frJ?IDE J U IM)l C/)_ co W J BRT General Engineering Consultant z U- SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 112/10/2024 J. ALTCHECH SCALE: illm W=—.. I =50' FILENAME: S1-BT120-TMP107-115 SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 50 25 0 50 100 SCALE IN FEET STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC TRAFFIC CONTROL PLAN S. GRADY WAY T-433262 DRAWING No.: BT120-TMP112 FACILITY ID: BT120 SHEET No.: REV: 261 0 C'7 N N 0 0 N CU H H H N O 0 I 4 N Q J Xrefs: I co xBRT-CUD05-TB m xS1-BT120-VSF1 xS1-BT120-CLP xS1-BT120-CDP T xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS 1-BT120-RPP xS1-BT120-UCP rr xS1-BT120-USP xS 1-BT120-U W P xS 1-BT120-CAP xS1-BT120-CPP001 xS 1-BT120-TM P 101 GB-SEAL-RA55471 1 SEE NOTE 3 S GRADY WAY _ 1+00 GRADcY 148+00- 4 carE r W20-1 30" 2411 DETOUR M4-9bL GRA%1500-1 RA I N I ER 200+00 p ' cl� NMI u 24" y IEWALK CLOSED HE� 12" CROSS HERE 4" R9-4l aR 30" 24" DETOUR M4-9bR DETOUR 24„ W =+ 30" M4-9R MATCHLINE SEE DWG BT120-TMP115 0 GENERAL NOTES: 0 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. N 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST m REMAIN OPEN. 1 ONTRACTOR TO COORDINATE WITH THE CITY OF o ENTON AND PROVIDE AT LEAST THREE (3) WEEKS ENOTICE Cj FOR ANY TRAFFIC SIGNAL TIMING CHANGES. 0 co 0 O U U z_ 0 C� z Q z O N z <m N m -o � U Q¢ z o Y N 1 06/13/2025 ZW PJ RA ADDENDUM #1 m 0 12/10/2024 IZW IJS I RA I ISSUED FOR BID o b No. DATE DSN CHK APP REVISION o U 1 ►'''0A ram G;�DY 152+00 30" 24" DETOUR M4-9bL 3 GRADY 153+OG S GRADY WAY TEMPORARY PAVEMENT MARKINGS: 1O 4" SOLID LINE, WHITE, TAPE OR PAINT 2O 4" BROKEN LANE LINE, WHITE, 4' LINE, 36' GAP, TAPE OR PAINT O3 4" SOLID LINE, YELLOW, TAPE OR PAINT DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO SUBMITTED BY: R. PARGAS ZONE C - PHASE 2.3 CONC SEAMS TYP CONC TN is I i GRADY�154+00 GRADY 155+00 36" e,,000F ROAD WORK AHEAD 24" DES 1 GRADY 156+00 GRADY 157+00 GRADY 1m)l I 4SrRIDE BRIT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 24" /O SIDEWALK CLOSED AHEAD 1 ROC SS HERE - 28 50y SCALE: ml=—r. 1 "=50' Q J FILENAME: U - <1 U) uw J S1-BT120-TMP107-115 J IL SOv� CONTRACT No.: 111 �TRaNs�r RTA/CN 0205-24 DATE: DATE: 12/10/2024 12/10/2024 GRADI, 2-0- / THE CONTRACTOR MUST MAINTAIN CROSSWALK ACCESSIBILITY DURING CONSTRUCTION. 30" 24" DETOUR 30" M4-9bR 24" DETOUR M4-9bL 36" ROAD WORK \AHEAD 36" W20-1 1 TAPER 150' �I f I 2ZA-- 50 25 0 50 100 SCALE IN FEET T-433263 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-TMP113 BT105 FACILITY ID: BT120 TRAFFIC SHEET No.: REV: TRAFFIC CONTROL PLAN S. GRADY WAY 262 1 m co O O Q J m co Xrefs: xBRT-CUD05-TB xS1-BT120-VSF1 xS1-BT120-CLP xS1-BT120-CDP r xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP O xS1-BT120-RPP 0 xS1-BT120-UCP xS1-BT120-USP xS1-BT120-UWP 1 xS1-BT120-CAP001 xS1-BT120-CPP001 xS1-BT120-TM P101 GB-SEAL-RA55471 CD Z 2 N Q O 0 \I N N LO ti O d H O N H m O N CO M It O 73 O U U Z_ ry 0 2 CD Z Q Z O Z) N 06 co I U) co O U Q Z Y O U N Xrefs: xBRT-CUD05-TB (� xS1-BT120-VSF1 xS1-BT120-CLPO xS1-BT120-CDP T xS1-BT120-CMP xS1-BT120-CMP xS1-BT120-CMP xS 1-BT120-RPP O xS1-BT120-UCP xS1-BT120-USP f--- xS 1-BT120-U W P xS 1-BT120-CAP xS1-BT120-CPP001 xS 1-BT120-TM P 101 GB-SEAL-RA55471 1 LO ti 0 n 0 N_ H m 0 N O co O O U U Z_ 0 C� Z Q z O U N am N m O � ¢ ,;t Z o _ M ry N o o U 1-405 WB ON -RAMP 1 06/13/2025 ZW PJ IRA ADDENDUM #1 0 12/10/2024 ZW JS RA ISSUED FOR BID No. DATE DSN CHK APP REVISION MATCHLINE SEE DWG BT120-TMP113 DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO 30" 36" ONLY R3-5R POTENTIAL PCMS DISPLAY: 1. EASTBND GRADY CLOSED 2. USE 7TH ST & SHATTUCK SUBMITTED BY: R. PARGAS o ZONE C - PHASE 2.3 POTENTIAL PCMS DISPLAY: 1. WESTBND GRADY CLOSED 2. USE SHATTUCK & LAKE 36" ROAD WORK kHEAD W20-1 1 GENERAL NOTES: 1. ALL GRIND AND OVERLAY WORK WILL BE DONE UNDER TRAFFIC DURING NON PEAK HOURS WITH A FLAGGER. 2. ALL BUSINESS AND RESIDENTIAL ACCESSES MUST REMAIN OPEN. SCALE: J 1 "=50' Q Q FILENAME: 4SrRIDE U) w J S1-BT120-TMP107-115 BRT General Engineering Consultant � LL SIT Sou111 �7 DTRANCONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 50 25 0 50 100 SCALE IN FEET T-433265 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER BT120-TMP115 BT105 FACILITY ID: TRAFFIC BT120 SHEET No.: REV: TRAFFIC CONTROL PLAN S. GRADY WAY 264 1 co N T N O O N U H H N rr co m N O O O N Q J Xrefs: xBRT-CUD05-TBM co xS1-BT120-TCP GB-SEAL-RA55 T C� 0 N 0 0 n 0 0 N H m L7 O N CO ch 0 0 O U z 2 z z O D O N Qm _co N co O — U �a z Y L O a o U ZONE C - PHASE 2.3 RAINIER AVE S SOUTHBOUND CLOSURE DETOUR 24„ DETOUR 24" 0 � 0 30" 30" M4-9R M4-91- END 18„ O CONDITION OF APPROVAL # 15: TRAFFIC DETOUR DETOUR PLANS NOT APPROVED. CONTRACTOR 24" TO PROVIDE DETAILED TRAFFIC DETOUR PLANS M4-8A TO BE REVIEWED AND APPROVED BY CITY'S LEGEND TRAFFIC CONTROL DIVISIONS. TCP SUBMITTALS SHALL FOLLOW CITY'S REQUIREMENTS AND TEMPORARY BARRICADE N SUBMITTED WITH APPLICATION TO 24" TCPCRENTONWA.GOV. >1 DIRECTIONAL DETOUR SIGN 24" O � WORK AREA NOT TO SCALE R3-1 T-433266 DESIGNED BY: SCALE: DRAWING No.: Z. WANG C. ACC wrJ?IDE D N/A STRIDE BUS RAPID TRANSIT DRAWN BY: wasy� FILENAME: SOUTH RENTON TRANSIT CENTER4S 0 co BT120-TDP101 Z. WANG �' w S1-BT120-TDP101-102 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z L` SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 1 06/13/2025 ZW Pi RA ADDENDUM #1 J. SEYER F a �° �� RTA/CN 0205-24 SHEET No.: REV: �rsTER ti TRAFFIC DETOUR PLAN 0 12/10/2024 ZW JS RA ISSUED FOR BID APPROVED BY: IONAL �� 06/10/2025 SUBMITTED BY: DATE: REVIEWED BY: rAE DATE: 265 1 No. DATE DSN CHK APP REVISION R. ACEVEDO R. PARGAS 12/10/2024 J. ALTCHECH /2024 12/10/2024 S GRADY WAY LO 0) 0 0 0 0 T rr n co co N O O O N Q J N Xrefs: (Y� xBRT-CUD05-T Co xS1-BT120-TCP GB-SEAL-RA55 T O rr U Z 2 N ti O &i Lo N O CO O ®R N O O r) O N_ H m U) O N O co It O r) 75 O U U Z_ ry 0 C� Z Q Z O D N 00 I (n 00 O U Q C� Z Y ry O n U Xrefs: co xBRT-CUD05-T co xS1-BT120-TC GB-SEAL-RA55 T I O rr N O 0 0 N m 0 N O co 0 75 O U z 0 U z z O U N am N m _o 75;¢ CD CD z_ Mry N o o U 24" END 24" 0 DETOUR 18„ 24" R3-27 M4-8A 24" DETOUR 24" O 2411 3011 0 M4-9R R3-1 24" DETOUR AIIIIIIIIIIIIIIIIII 1 24" O 24" 30" M4-9L R3-2 1 06/13/2025 ZW PJ IRA ADDENDUM #1 12/10/2024 ZW JS RA ISSUED FOR BID L0 No. DATE I DSN I CHK I APP I REVISION O DETOUR 24 O 30" M4-9S (D DESIGNED BY: A. GREEN DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO ZONE A- PHASE 2 RAINIER AVE S SOUTHBOUND CLOSURE /- SEE BT120-TMP103 AND BT120-TMP104 FOR LANE CLOSURE DETAILS. 4SrRIDE BRT General Engineering Consultant SUBMITTED BY: DATE: REVIEWED BY: R. PARGAS 12/10/2024 J. ALTCHECH 1 NEW DRAWING Q J - Q U U) Cf) W J J SOUNDTRANSIT DATE: 12/10/2024 SCALE: N/A FILENAME: S1-BT120-TDP101-102 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 LEGEND TEMPORARY BARRICADE DIRECTIONAL DETOUR SIGN WORK AREA N NOT TO SCALE STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC TRAFFIC DETOUR PLAN RAINIER AVE S T-433268 DRAWING No.: BT120-TDP103 FACILITY ID: BT120 SHEET No.: REV: 265B 1 N T N O O N U H H H N rr 201 Xrefs: co xS1-BT120-VR xS1-BT120-VS xS1-BT120-TS xS1-BT120-CM T xS1-BT120-TN xS1-BT120-TIP 1 xS1-BT120-CL O xBRT-CUD05-T 6 xS1-BT120-CA xS1-BT120-GZ GB-SEAL-RJH4 xS1-BT120-CPP001 xS1-BT120-CDP001 xS1-BT120-JCP001 xS1-BT120-LPP001 xS1-BT120-LHP001 xS1-BT120-EPP101 0 TL 0 N H m 0 N T_ Q0 C'') IT O J w J LLI z z _ u) J X W LLI Z cf) O Q � U U °6 w m m � LU C/) CO O — U a Q 0 O c,, z 6r Y O LO CD a_ o U 1 SEE SPLICE DETAIL 1 ON BT120-TID101 l 4 EEII � I CI �w/w ' / � pr �� ❑ �Q I cn SEE SPLICE DETAIL 2 ON BT120-TID102 3 2 1 GENERAL NOTES: 1. SEE SHEET BT120-TSN101 FOR GENERAL NOTES AND LEGEND. C N T U P=TIQN O E O1 REPLACE EXISTING TYPE 8 JUNCTION BOX WITH NEW SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-02. O2 SPLICE NEW FIBER OPTIC CABLE FOR INTERCONNECT IN THE EXISTING INTERCONNECT NETWORK. O3 COIL 150FT (MIN) OF FIBER OPTIC CABLE IN THE NEW CABLE VAULT. O4 CONNECT 12 CT PRE -TERM STUB FIBER TO PROPOSED PATCH PANEL IN NEW SIGNAL CABINET. IN . w r 21370 �. o RAINI 207+00 S TC STA 610+02.99 = RAIN I ER STA 206+67.81 + 2 F� i IN \ �\ / p / w Tc 6":)x �Q WIRING SCHEDULE RUN NO. RACEWAY CONDUIT SIZE CONDUCTORS REMARKS 2-INCH HDPE 1-12 STUB STUB 1 2-INCH HDPE SPARE 2 EXISTING EX 1-96 SMFO DISTRIBUTION N 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 T-433269 DESIGNED BY: SCALE: DRAWING No.: R. TLEHHEMA �� w UTC� Q J ° 1-20' STRIDE BUS RAPID TRANSIT gT120-TIP101 DRAWN BY: Q' H cf�� S C/) U FILENAME: SOUTH RENTON TRANSIT CENTER R. SNELLINGS w S1-BT120-TIP101 BT105 FACILITY ID: CHECKED BY: BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: TRAFFIC BT120 1 06/13/2025 BN RT RH ADDENDUM #1 E. SHIMIZU 43665 �� RTA/CN 0205-24 SHEET No.: REV: 0 12/10/2024 BN RT IRH ISSUED FOR BID APPROVED BY: GISTV�ssIONAL G1 SUBMITTED BY: DATE: REVIEWED BY: DATE: DATE: INTELLIGENT TRANSPORTATION SYSTEMS PLAN No. DATE DSN CHK APP REVISION R. HUTCHINSON 6/12/2025 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 RAINIER AVE S & HARDIE AVE SW 266 1 . C'7 N 0 N CU 7 0) 0 T co O 0 N Q J N C'D Xrefs: M xBRT-CUD05-TB GB-SEAL-RJH43 T N O O O N H m 0 N co co lzt J c J W Z Z J x wW Z C/)W U U W CO 0o W U) m _o �a 00 Z c'') _ L6 Ln N m O a o U 1 06/13/2025 BN RT JRH ADDENDUM #1 0 12/10/2024 BN RT I RH ISSUED FOR BID No. DATE I DSN I CHK I APP I REVISION 12 DR CAE 1-12CT DROP CABLE TO EAST DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON NEWPATCH CABLrn rrr%nnininTr TO NEW ETH JUMPER MATCHING FIBER NUMBER BETWEEN NORTH TO SOUTH CABLES UNLESS OTHERWISE NOTED (TYP) SIGNAL CONTROLLER CABINET HARDIE AVE SW/ RAINIER AVE S H ■ TMRIWw� 43665 �GISTER� ZONAL �� SUBMITTED BY: 6/12/2025 R. PARGAS 1N 1 2 3 4 2N 3N 4N 5N 5 6 7 8 9 10 11 12 9S 10S 11S12S 6N l S 8S SPLICE DETAIL 1 SCALE: NTS 4,VrJ?IDE BRT General Engineering Consultant DATE: REVIEWED BY: 12/10/2024 J. ALTCHECH 1 1✓LI \ VI 1 IlJ SPLICE (TYP) Qui J - Q U (n co W J J LL z SOUNDTRANSIT DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-TID101-102 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 1 REVISIONS TO ENTIRE DRAWING T-433270 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW BT120-TID101 FACILITY ID: BT120 SHEET No.: REV: 267 1 C'7 N T N O O N CU H H H N rr C'7 N O O 4 Q J N Xrefs: co xBRT-CUD05-T M GB-SEAL-RJH4 I T I O rr N O 0 0 i= 0 N H m 0 N co co lzt J c J W Z Z J X wW Z C/)W Q� U U °6 W CO 0o W U) m _o �a 00 Z c'') L6 CN N m O a o U 1 06/13/2025 BN RT JRH ADDENDUM #1 12/10/2024 BN RT RH ISSUED FOR BID L0 No. DATE DSN CHK I APP REVISION DESIGNED BY: R. TLEHHEMA DRAWN BY: R. SNELLINGS CHECKED BY: E. SHIMIZU APPROVED BY: R. HUTCHINSON H wZ� 43665 �GISTER� ZONAL �� SUBMITTED BY: 6/12/2025 R. PARGAS SPLICE DETAIL 2 SCALE: NTS QLu 4, J VrJ?IDE �_ co J -i =) BRT General Engineering Consultant z SOUNDTRANSIT DATE: REVIEWED BY: DATE: 12/10/2024 J. ALTCHECH 12/10/2024 SCALE: NTS FILENAME: S1-BT120-TID101-102 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 T-433271 DEVELOPMENT ENGINEERING msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER BT105 TRAFFIC INTELLIGENT TRANSPORTATION SYSTEMS DETAILS RAINIER AVE S & HARDIE AVE SW BT120-TID102 FACILITY ID: BT120 SHEET No.: REV: 268 1 C'7 N T N O 0 N CU LO 0) 0 0 0 0 T rr n co co N O O O N Q J N Xrefs: M xBRT-CUD05-TB xS1-BTSL1-VRX1 xS1-BT120-CAP xS1-BT120-GZK T xS1-BT120-CMP xS1-BT120-ELP7 xS1-BT120-TNP7 O xS1-BT100-140- rr xS1-BT120-VSF7 xS1-BT120-CPP xS 1-BT120-CRP GB-SEAL-MR46378 cn W 2 W cn F- a L ujk cn M 0 Z w o Z J V a -- SR1 77 LINE 1002+71.54, 31.72' R 7 BEGIN MATCH EXISTING STRIPING R353.0' SR167AL am - NB LINE 2+00 SR 167qL_NS L E SR167 LINE 1003+68.93, 44.30' R O1 BEGIN O7 END NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS 0 0 co O ti N O ti a U 6 N H m rn 00 ti ti 0 WE I U Z_ 0 = Q (D o co �U) co —o U Qa N_ (D o z Y N � A 08/08/2025 MR DP MR WSDOT COMMENTS - CNWD #001 o a 0 12/10/2024 MR JK MR ISSUED FOR BID o U No. DATE DSN CHK APP REVISION SR167 LINE 1004+00 SR167 LINE 1003+88.93, 38.20' R(� L4 24.0' TYP S\ 4 ,Ne 4 00 � SR 76,>, 8411�3 '`S 4 CONSTRUCTION NOTES: 1O 8" WHITE WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04 O7 8" WHITE WIDE DOTTED LANE LINE PER WSDOT STD. PLAN M-20.10-04 17 8" PROFILED PLASTIC WHITE WIDE LANE LINE PER WSDOT STD. PLAN M-20.20-02 18 YIELD LINE SYMBOL PER WSDOT STD. PLAN M-24.60-04 24 INSTALL "BUS ONLY" TRAFFIC LETTERS PER WSDOT STD. PLAN M-80.10-01 DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES APPROVED BY: M. ROUGH SUBMITTED BY: 08/12/2025 R. PARGAS Q 0 SB SR-167 EX 12.0' NB SR-167 EX 12.0' 12.0' 0 ❑❑ 0 y r y y 06 24 SR167 LINE 1005+76.65, 38.20' R - SR167 LINE 1006+43.93, 38.61' R r8 77SR167 LINE 1007+24.38, 32.30' R END MATCH EXISTING STRIPING SR167 LINE 1006+00 SR167 LINE SR167 LINE 1006+77. 71, 44.30' R l 1) END l � 1 BEGIN R170.0'--\ O T Ir SR167DL LINE 84+05 N =� S �6� 0 C 0 I I 0 I I � I I SR167DL LINE 84+83.93, 6.94' R 1 BEGIN MATCH EXISTING STRIPING I I I I I I I I SCALE: J 1 "=20' Q Q FILENAME: ,sr.RIDE (n U IM)l co w J S1-BT120-CMP702-703 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024 R1- c O O co O M `� O r IL U) M W U Z_o J N �m 0 5 w� Z `W J H a U:N) 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 T-433272 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-CMP702 BT120 FACILITY ID: CIVIL BT120 SHEET No.: REV: PAVEMENT MARKING PLAN SR 167 STA. 1002+50.00 TO STA. 1008+00.00 667 A Xrefs: xBRT-CUD05-TB: xS1-BTSL1-VRX1 xS 1-BT120-CAP7 xS1-BT120-GZK7 xS1-BT120-CMP7 xS1-BT120-ELP71 xS1-BT120-TNP7 xS1-BT100-140-C xS1-BT120-VSF71 xS1-BT120-CPP7 xS1-BT120-CRP7 GB-SEAL-MR463' 0 0 co 0 ti N 0 ti a U 0 N H m rn co I` ti 0 0 2 O U Z_ 0 = Q C� O m �U) 00 — O U as N z N Y 0 ci 0 o 1 N a CO U No. O O CD OTZ CV CD as ct) 5; W t� Z_ J N T— � m � (7 W � Z_ W J W V H Q 5 NOTES: 1 SEE SHEETS BT120-CPP702 - BT120-CPP703 FOR PAVING PLANS 06/13/2025 MR DP MR ADDENDUM#1 12/10/2024 MR JK MR ISSUED FORBID DATE DSN CHK APP REVISION CONSTRUCTION NOTES: O3 YELLOW PROFILED PLASTIC EDGE LINE PER WSDOT STD. PLAN M-20.20-02 O5 YELLOW PROFILED PLASTIC DOUBLE CENTERLINE PER WSDOT STD. PLAN M-20.20-02 19 INSTALL WHITE FLEXIBLE GUIDE POST PER WSDOT STD. PLAN M-40.10-04 80 PAINTING CURB. APPLY WHITE PAINT. DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES APPROVED BY: M. ROUGH SUBMITTED BY: 6/12/2025 R. PARGAS 1 11111 \\ \\ 1111 RAINIERS LINE 200+00.00 =G RADY LINE 150+00.00 36" CMP 11 RAINIER AVE S RAINIERS LINE n R ;INIERS LINE 202+00 f\ 20 10 0 20 40 SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11/25/2025 T-433273 SCALE: DRAWING No.: STRIDE BUS RAPID TRANSIT w 1 =20� BT120-CMP703 Q FILENAME: SOUTH RENTON TRANSIT CENTER RDWY IMP ,sr.11DE w w -j J S1-BT120-CMP702-703 BT120 FACILITY ID: BRT General Engineering Consultant z CONTRACT No.: BT120 SOUNDTRANSIT RTA/CN 0205-24 CIVIL SHEET No.: REV: DATE: REVIEWED BY: DATE: DATE: PAVEMENT MARKING PLAN 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 SR 167 STA. 1008+00.00 TO STA. 202+00.00 668 1 N Xrefs: (� xBRT-CUD05-TB co GB-SEAL-MR46 T O rY C� Q N 7 0 LO N O 00 O O ti U 6 N m CO (7) 00 ti ti O r) O U U Z_ ry 2 2 U D O ry D Q 75 06 m I to m O U Q CD Z Y ry O n U N Xrefs: M xBRT-CUD05-TBco GB-SEAL-RA55 T 7- CD ti Z J U 0 N_ H m O-) 00 ti ti O r) 75 O U U Z_ ry 0 C� Z Q Z O D U N ml I (n N co O — U 7 Q Nt U � Z v _ ry O N m O n U N Xrefs: M xS1-BT120-ELP (o xS1-BT120-CMP xS1-BT120-CPP 1 xBRT-CUD05-TB r xS1-BT120-CAP xS1-BT120-VSF 1 GB-SEAL-RA554 O rr O ti a_ J U 0 N_ H m U) O) 00 ti ti O r) 75 O U U Z_ ry 0 C� Z Q Z O D U N ml I (n N Go O — U 7 Q Nt U � Z v _ ry O N m O n U FXrefs: (No xBRT-CUD05-TB] Co xS1-BTSL1-VRX xS1-BT120-CAP xS1-BT120-GZK T xS1-BT120-CPP xS1-BT120-CPP1 xS1-BT120-ELP7 xS1-BT120-VSF7 O xS1-BT120-TNPrr GB-SEAL-MR4t�] 1-BT120-CRP xS r) N O ti O ti d Z H 0 N H m U) O') 00 ti ti O O U U Z_ ry 0 2 U D O ry ►= Xrefs: xBRT-CUD05-TB xS1-BTSL1-VRX1 xS 1-BT120-CAP7 xS1-BT120-GZK7 T xS1-BT120-CPP7 xS1-BT120-CPP1 I xS1-BT120-ELP7 O xS1-BT120-VSF7 0 xS1-BT120-TNP7 GB-SEAL-MR463 I— xS1-BT120-CRP7 1 O O O m U)Z W F- SR167 LIN�E 1004+00 -1 SR167 LINE 1004+48.25, 59.66' R INSTALL "EXCEPT BUS" SUPPLEMENTAL PLAQUE BELOW EXISTING EXIT SIGN SB SR-167 NB SR-167 SR167 LINE 1006+00 SR167 LINE SR167 LINE 1006+07.45, 58.5' R INSTALL "BUSES YIELD TO OFF -RAMP TRAFFIC" SIGN RELOCATE W4-3 SIGN FROM EX LIGHT POLE TO NEW LIGHT POLE � Usoft mew +x: R167AL_NB LINE 2+00 o ......... . .................. vv ......... — ft .r s: .. ............ ......... ... r: .. .. /r Z_ o J 04 _ (0m U� o w� Z W J� oC) H a C� � GENERAL NOTES: N O ti 0 1. INSTALL SIGNS PER WSDOT STANDARD PLANS a SECTION G. z 0 2. SEE WSDOT SIGN FABRICATION MANUAL AND MUTCD FOR STANDARD SIGN CODES. m c/) 3. SEE SHEET BT120-TND701 FOR SIGN DIMENSIONS 00 DETAILS. 0 4. SEE SHEET BT120-CMP702 - BT120-CMP703 FOR O PAVEMENT MARKING PLANS. LEGEND U z EXISTING SIGN 0 U NEW SIGN C7 Q 2 � (D o6 D m Ui �m _o Q � 00 N z —o a 0 12/10/2024 MR JK MR ISSUED FORBID �j No. DATE DSN CHK APP REVISION SR 167AL—NB ll —/ NE Ne 1AN 3� Op � SR 4 DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES APPROVED BY: M. ROUGH OF WAS111, �Y 46378 SIONAL SUBMITTED BY: 12/02/2024 1 R. PARGAS INSTALL "AUTHORIZED BUSES ONLY" SIGN (EXCEPT BUS EXCEPT BUS PLAQUE DATE: 12/10/2024 EXISTING R5-1 SIGN EXISTING W4-6 SIGN 0 0 COO O� 0 SIGN DETAILS AUTHORIZED BUSES ONLY AUTHORIZED BUSES ONLY SIGN e BUSES V TO OFF -RAMP TRAFFIC BUSES YIELD TO OFF -RAMP TRAFFIC SIGN SCALE: J 1 "=20' Q - Q FILENAME: ,SrJ?IDE Ln C/) w J S 1-BT120-TN P701-702 BRT General Engineering Consultant zLL SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 REVIEWED BY: DATE: DATE: J. ALTCHECH 12/10/2024 12/10/2024 WATCH FOR BUSES 9R167DL LINE 84+05 a —T1 R1,67 LI cn W W cn cn H 0 0 Z w Z J V a WATCH FOR BUSES U:N) SIGN 20 10 0 20 40 - SCALE IN FEET DEVELOPMENT ENGINEERING msippo 11 /25/2025 N0017 T-433278 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-TNP702 BT120 FACILITY ID: TRAFFIC BT120 SHEET No.: REV: SIGNAGE PLAN 673 p SR 167 STA. 1002+50.00 TO STA. 1008+00.00 C'7 N N 0 N U N Xrefs: xBRT-CUD05-TB co GB-SEAL-MR46 I T I O rr C� 0 0 ti Z H 0 N H m O� co ti ti 0 0 2 O U U Z0-1 0 2 (D D O (D o6 D m Ui �m _O � Q 0o Z_ N -o N ci 0 U No. 12/10/2024 MR JJK JIVIR DATE DSN I CHK I APP 3" G� RIGHT LANE MUST II EXCEPT BUS 3 3'-6" COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) 3" 0 0 co cQ WATCH11 co FOR co BUSESco COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - YELLOW (REFL) DESIGNED BY: M. ROUGH DRAWN BY: M. ROUGH CHECKED BY: J. KEYES ISSUED FOR BID APPROVED BY: REVISION M. ROUGH 3'-6" EXCEPT BUS COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) pF WASV 5 � 46378 '� •'�� ��s`�IDNAL ����� SUBMITTED BY: 12/02/2024 R. PARGAS c� 2'-6" AUTHORIZED BUSES ONLY 4" 1 '- 1 0" 4" COLORS LEGEND - BLACK (NON-REFL) BACKGROUND - WHITE (REFL) SIGN DIMENSIONS DETAILS SCALE: NTS ti Eli 3'-6" BUSES YIELD TO Cn OFF RAMP Cn TRAFF1 C 5" 2'-8" 5" Q J IM)l rRIDE I r;-rw� 0 co 4S J BRT General Engineering Consultant z LL SOUNDTRANSIT DATE: 12/10/2024 REVIEWED BY: J. ALTCHECH DATE: 12/10/2024 SCALE: NTS FILENAME: S1-BT120-TND701 CONTRACT No.: RTA/CN 0205-24 DATE: 12/10/2024 COLORS LEGEND - BLACK (NON-REFL) YIELD LEGEND - RED (NON-REFL) BACKGROUND - WHITE (REFL) T-433279 DEVELOPMENT ENGINEERING ` msippo 11 /25/2025 STRIDE BUS RAPID TRANSIT DRAWING No.: SOUTH RENTON TRANSIT CENTER RDWY IMP BT120-TND701 BT120 FACILITY ID: BT120 TRAFFIC SHEET No.: REV: SIGNAGE DETAILS 674 0 SR 167 IN RENTON N Xrefs: xBRT-CUD05-TB, GB-SEAL-RA554 T O (D 0 0 ti z 2 I- 0 N H m rn 00 ti ti 0 0 2 O U U z 0-1 (D z Q z O D _ O N z 06 Q m N co _O �a ~ z N � N c1 [No N a o 0 GENERAL NOTES: 1. THE PHASING PLANS AND DETOURS SHOWN ARE CONCEPTUAL IN NATURE AND ARE NOT INTENDED TO SHOW ALL WORK ACTIVITIES OR INTERIM PHASES THAT WILL BE REQUIRED TO COMPLETE THE WORK. SUPPLEMENTAL NIGHT SHIFT OR WEEKEND WORK MAY BE REQUIRED. THE CONTRACTOR SHALL SUBMIT LOCATION SPECIFIC TRAFFIC CONTROL PLANS TO THE AUTHORITY HAVING JURISDICTION (AHJ) FOR APPROVAL. 2. TRAFFIC CONTROL SETUP AND CONSTRUCTION HOURS ARE RESTRICTED TO THE DURATIONS SPECIFIED WITHIN THE SPECIAL PROVISIONS AND ANY APPLICABLE PERMITS ISSUED BY APPLICABLE AHJs. 3. THE CONTRACTOR SHALL NOT SCHEDULE ANY CLOSURES REQUIRING A DETOUR UNTIL ALL RELATED TRAFFIC CONTROL AND DETOUR PLANS HAVE BEEN APPROVED BY APPLICABLE AHJs. 4. NOTHING IN THESE NOTES OR CONTRACT DRAWINGS SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY IN WORK AREAS AND NOT BE LIMITED TO WORKING HOURS. 5. BEFORE A ROAD, LANE, OR SIDEWALK CLOSURE, THE CONTRACTOR SHALL ERECT SIGNS 7 CALENDAR DAYS IN ADVANCE FOR BOTH DIRECTIONS OF TRAVEL, IF APPLICABLE, NOTIFYING THE MOTORISTS AND PEDESTRIANS OF THE CLOSURE, UNLESS OTHERWISE NOTED. THE SIGNS SHALL GIVE THE DATE(S) AND TIME OF THE CLOSURE. 6. THE CONTRACTOR SHALL GIVE AT LEAST 30 DAYS ADVANCE NOTICE OF ALL FULL OR PARTIAL STREET, SIDEWALK OR BIKE ROUTE CLOSURES TO ALL AGENCIES PROVIDING EMERGENCY SERVICES, INCLUDING, WITHOUT LIMITATION, POLICE, FIRE, AND AMBULANCE SERVICES. 7. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL SIGNAGE REQUIRED FOR TRAFFIC CONTROL AND FOR THE TIMELY INSTALLATION AND REMOVAL OF THAT SIGNAGE. ALL CONFLICTING SIGNING SHALL BE COVERED. ADDITIONALLY ALL CLASS B SIGNS SHALL BE REMOVED AND CLASS A SIGNS BAGGED OUTSIDE NON WORKING HOURS WHEN NOT IN USE OR NOT APPLICABLE. 8. BUS OPERATIONS SHALL BE MAINTAINED. THE CONTRACTOR SHALL NOT PHASE THE WORK IN SUCH A MANNER THAT WOULD REQUIRE CONSECUTIVE TEMPORARY BUS STOPS. COORDINATE WITH KING COUNTY METRO FOR ANY ANTICIPATED BUS STOP IMPACTS. KCM MUST RECEIVE A NOTICE AT LEAST 30 BUSINESS DAYS PRIOR TO IMPACTING ANY EXISTING KCM BUS STOP. KCM MUST RECEIVE A NOTICE AT LEAST 10 BUSINESS DAYS PRIOR TO STREET CLOSURES THAT REQUIRE TRANSIT DETOURS. CONTACT: (206) 477-1140 OR CONSTRUCTION. COORD@KINGCOUNTY.GOV. 9. THE CONTRACTOR SHALL PLATE OVER OPEN TRENCHES WHEN NOT IN OPERATION AND SHALL OPEN TRAFFIC LANES TO NORMAL OPERATIONS. A NON -SLIP PLATE SURFACE SHALL BE USED. "MOTORCYCLES USE EXTREME CAUTION" SIGNS ARE REQUIRED, PER WAC 468-95-306. 10. THE CONTRACTOR SHALL PARTICIPATE IN PUBLIC OUTREACH PROCESS LED BY SOUND TRANSIT, WSDOT, OR ANY OTHER AHJs. 11. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO ADJACENT PROPERTIES AND BUSINESSES THROUGH THE DURATION OF THE PROJECT, UNLESS OTHERWISE COORDINATED WITH THE PROPERTY OWNER AND RECEIVED IN WRITING FROM SAID PROPERTY OWNER. ALL INGRESS AND EGRESS AREAS SHOWN AS "CONSTRUCT UNDER TRAFFIC" SHALL MAINTAIN ACCESS FOR TRAFFIC THROUGH THE DURATION OF THE ASSOCIATED STAGE. THE MINIMUM DRIVEWAY OR AISLE WIDTH SHALL BE 10' PER DIRECTION. FOR MULTIPLE LANE DRIVEWAYS, CONTRACTOR MUST MAINTAIN THE EXISTING NUMBER OF LANES, UNLESS OTHERWISE COORDINATED WITH THE PROPERTY OWNER AND RECEIVED IN WRITING FROM SAID PROPERTY OWNER. 12. THE CONTRACTOR SHALL MAINTAIN 11 FOOT MINIMUM TRAVEL LANES DURING CONSTRUCTION UNLESS OTHERWISE NOTED. IN CASES WHERE THE EXISTING LANE WIDTH IS LESS THAN 11 FEET, THE EXISTING WIDTH MAY BE MAINTAINED. 13. THE CONTRACTOR SHALL PROVIDE A TWO -FOOT LATERAL BUFFER SPACE BETWEEN THE WORK ZONE AND THE EDGE OF THE NEAREST TRAVEL LANE. 14. ALL LANE CLOSURES MUST BE ALONG ACTIVE WORK AREAS. THE CONTRACTOR SHALL OPEN LANES TO TRAFFIC IN AREAS WITH LONG PERIODS OF INACTIVITY. 12/10/2024 1 ZW I JS IRA DATE DSN I CHK I APP ISSUED FOR BID REVISION 15. FOR STEEP GRADES AND DROP-OFFS WITHIN THE CLEAR ZONE, TEMPORARY BARRIERS SHALL BE PLACED ON THE TRAFFIC SIDE WITH A MINIMUM OF TWO FEET BETWEEN THE DROP-OFF AND THE BACK OF THE BARRIER AND A MINIMUM TWO -FOOT LATERAL BUFFER SPACE TO TRAFFIC. ALL TEMPORARY BARRIERS SHALL BE MASH -COMPLIANT AND MEET WSDOT REQUIREMENTS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PEDESTRIAN TRAFFIC CONTROL. A SIDEWALK ON ONE SIDE OF THE STREET SHALL BE MAINTAINED AT ALL TIMES, OR A MINIMUM 4-FOOT ADA OR PROWAG COMPLIANT PATH MUST BE PROVIDED. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO CROSSWALKS OR PROVIDE A PATHWAY UTILIZING A SPOTTER TO GUIDE PEDESTRIANS THROUGH WORK AREAS WHICH ARE SHOWN AS "CONSTRUCT UNDER TRAFFIC". 17. THE WORK AT INTERSECTIONS SHALL BE PHASED TO MINIMIZE IMPACT TO PEDESTRIANS. WHERE APPLICABLE, AT LEAST THREE OF THE FOUR AVAILABLE CROSSING MOVEMENTS AT INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY ADA-COMPLIANT RAMPS SHALL BE PROVIDED BY THE CONTRACTOR, IF NEEDED. 18. A PROTECTIVE VEHICLE IS RECOMMENDED. IF A TRUCK MOUNTED ATTENUATOR (TMA) ISN'T AVAILABLE, A WORK VEHICLE MAY BE USED. WHEN NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED TO SHIELD WORKERS, WITH MINIMUM REQUIRED ROLL -AHEAD DISTANCE. 19. FOR SIGNS, REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WSDOT SIGN FABRICATION MANUAL M55-05. 20. LOCATIONS OF SIGNS AND OTHER TRAFFIC CONTROL DEVICES ARE APPROXIMATE AND MAY BE RELOCATED TO AVOID OBSTRUCTIONS. 21. THE CONTRACTOR MUST COORDINATE WITH WSDOT MAINTENANCE FOR WORK THAT WILL AFFECT ANY TRAFFIC SIGNALS ALONG S GRADY WAY AND RAINIER AVENUE S. 7ntiPc- TRAFFIC CONTROL SETUP CONSISTS OF ONE ZONE: ZONE D: SR 167 / RAINIER AVENUE S BETWEEN SR 167 NORTHBOUND OFF -RAMP TO WESTBOUND 1-405 AND S GRADY WAY. STAGING AND SEQUENCING: ZONE D PHASE 1 PHASE 2 PHASE 3 - CONSTRUCTION ON NORTHBOUND SHOULDER LANE ON SR 167 - CLOSURE OF NORTHBOUND OUTSIDE THROUGH LANE ON SR 167 WHEN NEEDED - CONSTRUCTION ON NORTHBOUND OFF -ROAD AREA ON SR 167 - NO LANE CLOSURE - CONSTRUCTION ON NORTHBOUND C-CURB ON RAINIER AVENUE S AT S GRADY WAY - CLOSURE OF NORTHBOUND LEFT TURN LANE AND INSIDE THROUGH LANE ON RAINIER AVENUE S AT S GRADY WAY SCOPE OF WORK WITHIN IN EACH PHASE IS PROVIDED IN THE MAINTENANCE OF TRAFFIC AND TRANSIT (MOTT) REPORT. CONTRACTOR HAS OPTION TO SET UP MULTIPLE WORK PHASES CONCURRENTLY, PROVIDED THAT THESE TRAFFIC CONTROL SETUPS DO NOT CONFLICT WITH EACH OTHER. DESIGNED BY: Z. WANG DRAWN BY: Z. WANG CHECKED BY: J. SEYER APPROVED BY: R.ACEVEDO SUBMITTED BY: R. PARGAS MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 E7O 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 12 125 180 245 320 540 600 660 720 780 840 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8' 40 40 60 90 120 130 150 160 170 190 10, 40 60 90 90 150 170 190 200 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8'. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' SIGN SPACING = X (1) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' +/- RURAL HIGHWAYS 60 / 65 MPH 800' +/- RURAL ROADS 45 / 55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' +/- (2) URBAN STREETS 25 MPH OR LESS 100' +/- (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 SCALE: Q J NTS - Q FILENAME: 4Sr.RIDE Ln U) w J S1-BT120-TMN701 BRT General Engineering Consultant z " SOUNDTRANSIT CONTRACT No.: RTA/CN 0205-24 1DATE: REVIEWED BY: DATE: DATE: 12/10/2024 1 J. ALTCHECH 112/10/2024 112/10/2024 v TYPE II BARRICADE TYPE III BARRICADE CLASS A CONSTRUCTION SIGN (LONG TERM WORK ZONE) CLASS B CONSTRUCTION SIGN (SHORT TERM WORK ZONE) TRAFFIC SAFETY DRUM SEQUENTIAL ARROW SIGN TRANSPORTABLE ATTENUATOR PORTABLE CHANGEABLE MESSAGE SIGN DIRECTION OF TRAFFIC TEMPORARY CONCRETE BARRIER IMPACT ATTENUATOR UNIFORMED POLICE OFFICER (UPO) FLAGGING STATION WORK AREA CONSTRUCT UNDER TRAFFIC POTENTIAL TEMP BUS STOP LOCATION STRIDE BUS RAPID TRANSIT SOUTH RENTON TRANSIT CENTER RDWY IMP BT120 TRAFFIC TRAFFIC CONTROL NOTES SR167 T-433280 �:_ ► ►• BT120-TMN701 FACILITY ID: BT120 SHEET No.: REV: 675 0 Xrefs: I M xS1-BT120-CMP Co xS1-BT120-CPP xBRT-CUD05-T xS1-BT120-CAP T xS1-BT120-TMP xS1-BT120-TSP xS1-BT120-ELP xS 1-BT120-CS P O xS1-BT120-VSF1 rr xS1-BT120-RPP xS1-BT120-UUP xS1-BT120NSF GB-SEAL-RA55471 xS1-BT120-CRP701 CD z N 0 0 W, N N N 0 CO O ti O ti n 73 O N m CO O') 00 ti ti O 73 O U U z_ ry 0 2 (D z Q z O N 06 00 I U) 00 O U Q O z Y O U xrefs: FcNo xS1-BT120-CMP CoxS1-BT120-CPP xBRT-CUD05-TB xS1-BT120-CAP T xS1-BT120-TMP xS1-BT120-TSP xS1-BT120-ELP7 xS1-BT120-CSP O xS1-BT120-VSF1 rr xS1-BT120-RPP xS1-BT120-UUP xS1-BT120-VSF GB-SEAL-RA55471 xS1-BT120-C RP701 U Z N 73 d O O 66 N N N N (0 O I— O ti O N m U) m 00 ti ti O 73 O U U Z_ fy r) 2 CD Z Q Z O D N_ 06 00 I U) 0o O U Q C� Z Y ry O U Xrefs: co xS1-BT120-CMP Co xS1-BT120-CPP xBRT-CUD05-TB xS1-BT120-CAP xS1-BT120-TMP T xS1-BT120-TSP7 xS1-BT120-ELP7 xS 1-BT120-CSP O xS1-BT120-VSF1 rr xS1-BT120-RPP xS1-BT120-UUP xS1-BT120-VSF7 GB-SEAL-RA55471 xS1-BT120-CRP701 CD z N 0 0 W, N N N 0 CO O ti O ti n 73 O N m CO O') 00 ti ti O 73 O U U z_ ry 0 2 (D z Q z O N 06 00 I U) 00 O U Q O z Y O U Xrefs: (o xS1-BT120-CMP xS1-BT120-CPP xBRT-CUD05-T xS1-BT120-CAP xS1-BT120-TMP T xS1-BT120-TSP V xS1-BT120-ELP xS1-BT120-CSP O xS1-BT120-VSF xS1-BT120-RPP xS1-BT120-UUP xS1-BT120-VSF GB-SEAL-RA55471 xS1-BT120-C RP701 CO O ti O ti n O N_ H m O-) 00 ti ti O r) 75 O U U Z_ ry 0 C� Z Q Z O D U N ml 2 � N co O — U � Q o Z CD_ _ ry O> N >> N N n o U Xrefs: FcNo xS1-BT120-CMP Co xS1-BT120-CPP xBRT-CUD05-TB xS1-BT120-CAP T xS1-BT120-TMP xS1-BT120-TSP xS1-BT120-ELP7 xS 1-BT120-CS P O xS1-BT120-VSF1 rr xS1-BT120-RPP xS1-BT120-UUP xS1-BT120NSF GB-SEAL-RA55471 xS1-BT120-C RP701 CO O ti O ti n 73 O N m CO O') 00 ti ti O 73 O U U Z_ ry 0 2 U Z Q Z O O N Z 06 Q 00 N co O — U 75; Q O o z L O N N N a O 0 Xrefs: xS1-BT12 xS1-BT12 xBRT-CU[ xS1-BT12 xS1-BT12 xS1-BT12 xS1-BT12 xS1-BT12 xS1-BT12 xS1-BT12 xS1-BT12 xS1-BT12 GB -SEAL xS1-BT12 N Xrefs: M GB-SEAL-RA554 Co xBRT-CUD05-TB xS1-BT120-TDP T >D 0 O f` d H O N H m CO O') 00 ti ti O O U U Z_ ry 0 2 U Z Q Z O O N Z 06 Q 00 N m O - U � Q 00 Z N Y O LO N >> N N a O 0