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HomeMy WebLinkAboutzT-4324setSW1/4OFS237T23N, R 5 E U rr D _ U W H >J W Z .,�'. . .'. .W� `- k�x. .���.. Z �— — —— h x x x x x—ix ------------------- r_----------- —J- - — — — — — — — — — — — — — — — — N N n z—rTRDL R ,-,--^ QL ,'iRD .� N . W ID p 0 ...1i•Yu i. , . n w :. z -- OFFICE :I L _ _ Z---------- Z '-� �• FFE=111.17 r-------------- t3,490 SF �., �:.,.'.. — — — . `�. U 2 U U- W Z 0 0 transpogroupM JVF C, N WHAT TRANSPORTATION CAN BE. w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821 w KIRKLAND, WASHINGTON 98034 (FAX) 425 825 ME N: 172390.3 E: 1317821.2 1 1 ADDRESSING CITY COMMENTS mil REVISION N: 172383.7 E: 1317849.6 SMP 101/27/251 CAC SURVEYED: SCALE: ZLN DESIGNED: AS SHOWN SMP DRAWN: SMP ONE INCH CHECKED: AT FULL SCALE CAC IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICATIONS, CITY OF RENTON STANDARD PLANS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 4. THE LOCATION OF EXISTING FEATURES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. NOT ALL EXISTING FEATURES AND UTILITIES MAY BE SHOWN. 5. REMOVE EXISTING CHANNELIZATION IN CONFLICT WITH PROPOSED CHANNELIZATION, WITHIN PROJECT LIMITS, AS SHOWN ON THESE PLANS OR AS DIRECTED BY THE ENGINEER. ANY EXISTING CHANNELIZATION OR SIGNING TO REMAIN IN PLACE THAT IS DAMAGED OR OTHERWISE ALTERED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN -KIND AT THE EXPENSE OF THE CONTRACTOR. 6. ANY ADDITIONAL CHANNELIZATION OR SIGNING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EQUAL OR BETTER CONDITIONS. I C(`CNIf1 DESCRIPTION RIGHT—OF—WAY CHANNELIZATION FEATURE 1 YELLOW CURB WITH FLEXIBLE POST TRAFFIC ARROW CONSTRUCTION NOTE EXISTING �P PROPOSED c t#:: C'7 a J L0 T N O N A U CONSTRUCTION NOTES (D EINSTALL WHITE THERMOPLASTIC=16'"'O=BAR :AT=THESAME LOC=EXISTINGER CITY OF RENTON STANDARD EPLANS) D 128. Cfl O2 INSTALL WHITE THERMOPLASTIC 8' LONG CROSSWALK BAR PER WSDOT STANDARD PLAN M-15.10-02. 1 O3 INSTALL WHITE THERMOPLASTIC 10' LONG CROSSWALK BAR PER WSDOT STANDARD PLAN M-15.10-02. T O O ® INSTALL WHITE PROFILED METHYL METHACRYLATE (MMA) WIDE LINE PER CITY OF RENTON STANDARD PLANS 109 AND WSDOT O STANDARD PLAN M-20.20-02. C'7 N O5 SALVAGE EXISTING SURFACE MOUNTED PLASTIC CURB BASE WITH YELLOW FLEXIBLE POST AND REINSTALL AT A SPACING OF 6'-6" FROM CENTER TO CENTER OF FLEXIBLE POSTS. © INSTALL WHITE THERMOPLASTIC TYPE�2SRTRAFFIC ARROW PER CITY O­FRE�NTON STANDARD PLANS 109 AND WSDOT STANDARD PLAN M-24.40-02. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. T-432401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATIONn'll 1 P7+% DEVELOPMENT ENGINEERING cbarnes 03/11 /2025 Nilmilf yqi 03/18/2025 U NEW LIFE CHURCH 15711 152N D AVE SE CHANNELIZATION PLAN rr D _ DATE: 01 /27/2025 Uj FIELDBOOK: PAGE: DRAWING N0: CH01 W SHEET: OF: 23 70 Z N M I C) O `r 1 2 U rr D U H J W Z z a x U I M N N N w 3 a / 0 U Z it w w z 0 Z Ld 0 0 0 a I U Ir 2 U w 10'-0" 4" 1 23" 1 4" 1 23" 23" 1 4" 1 23" 1 W, 1 4„ 3::� � U - U 0 - U TOP VIEW SIDE VIEW - PROFILED PLASTIC FOR: CENTERLINE & LANE LINE - W =4" (BROKEN LINE) NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE- W = 4" REVERSIBLE LANE LINE - W = 4" WIDE BROKEN LANE LINE - W = 8" y1 1 11, (TYP') I I 1100 TO 300 MILS v I I I I 160 MILS MIN. 15 TO 30 MILS TOP VIEW B DETAIL OB SIDE VIEW CENTERLINE & LANE LINE NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) DOUBLE CENTERLINE & DOUBLE LANE LINE EDGE LINE & SOLID LANE LINE GENERAL NOTE See Standard Plan M-20.10 for pattern and color requirements. 1 4" 1 4" 1 23" 1 4" 1 23„ 4" 1 23„ 4" 3� J TOP VIEW A PERSPECTIVE VIEW SIDE VIEW PROFILED PLASTIC FOR: NO -PASS LINE - W = 4" (SOLID LINE) TWO-WAY LEFT -TURN CENTERLINE - W = 4" DOUBLE CENTERLINE & DOUBLE LANE LINE - W = 4" EDGE LINE & SOLID LANE LINE - W = 4" 1 1 WIDE LANE LINE & WIDE LINE - W = 8" DOUBLE WIDE LANE LINE - W = 8" 2'- 0" 1 3'-0" BARRIER CENTERLINE - W = 20" 10" 4" 10" 4" 4" 20" 4" 4" 3 _ 4, 1 /2" i i r11 90 MILS MIN. TOP VIEW TOP VIEW A �r6p A 500 MILS MIN. SIDE VIEW SIDE VIEW W DETAIL OA (W-1/2") DOTTED EXTENSION LINE DOTTED LANE LINE - W = 4" WIDE DOTTED LANE LINE - W = 8" 500 MILS MIN. PROFILED PLASTIC (BROKEN LINE) ��� �• 11I%� SECTION O �� oY WAsy2Nc�o�� 23" 1" 1 0" TO 2" 4" 0" TO 2" tt 1" 1 1" 1" 0" TO 2" 4" I I I I I I I I I I I I I I I I I I I I I `- NOT TO SCALE TOP VIEW w 500 MILS MIN. 500 MILS MIN. = U 160 MILS MIN. 1/4" 1/4" 160 MILS MIN. 1/4" 1/4" J LL 15 TO 30 MILS � � � 100 T� 15 TO 30 MILS O U SIDE VIEW PROFILED EMBOSSED PLASTIC FOR: CENTERLINE & LANE LINE REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) NO -PASS LINE DOUBLE CENTERLINE & DOUBLE LANE LINE TWO-WAY LEFT -TURN CENTERLINE EDGE LINE & SOLID LANE LINE DocuSign Envelope ID: FFA9ADCA-DO50-445F-B750-15F9271FC791 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10 LEFT TURN CHANNELIZATION M-3.20 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50 DOUBLE LEFT TURN CHANNELIZATION M-5.10 RIGHT TURN CHANNELIZATION M-9.50 BICYCLE LANE SYMBOL LAYOUT M-9.60 SHARED - USE PATH MARKINGS M-11.10 RAILROAD CROSSING LAYOUT M-12.10 ROUNDABOUT PAVEMENT MARKINGS M-20.10 LONGITUDINAL MARKING PATTERNS M-20.30 LONGITUDINAL MARKING SUPPLEMENT WITH RAISED PAVEMENT MARKERS M-20.40 LONGITUDINAL MARKING SUPPLEMENT WITH RPMS - TURN LANES M-20.20 PROFILED AND EMBOSSED PLASTIC LINES M-24.20 SYMBOL MARKINGS -- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 30 MPH OR HIGHER, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. SUPPLEMENTAL TYPE 2 RAISED PAVEMENT MARKERS WITH REFLECTORS SHALL BE REQUIRED ON ROADWAYS WITH SPEED LIMITS OF 25 MPH OR LOWER, WHERE MINIMUM REQUIRED LIGHTING LEVELS ARE NOT MET AND/OR WHERE CITY OWNED STREET LIGHTS DO NOT EXIST, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF HYDROCARBON THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WETIDRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. SPEED CUSHION CHEVRON SYMBOLS SHALL CONSIST OF 3M STAMARK ALL WEATHER 380AW SERIES TAPE. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS WHERE ALL MARKINGS ARE TO CONSIST OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50' F. �Y o PAVEMENT MARKING NOTES STD. PLAN- 109 �� PUBLIC WORKS APPROVED: + DEPARTMENT 4/4/2024 �F N 10� DATE L_ J 3 w z 0 q- M transpogroup C' / WHAT TRANSPORTATION CAN BE. w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821 w KIRKLAND, WASHINGTON 98034 (FAX) 425 825 U_ ME 4:2 DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561 D7F �® Jr 36103 �0ISTCRw $�10NAL Y�G �ilsh, Brian u Apr 16 2015 2:27 PM PROFILED AND EMBOSSED PLASTIC LINES STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Apr 20 2015 10:07 AM l:•� STATE DESIGN ENGINEER i� "r III Washington State Department of Transportation INUICJ PARALLEL STYLE CROSSWALK PLAN VIEW NOTES: 1. PARALLEL STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT ALL MARKED PEDESTRIAN CROSSINGS, EXCEPT AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 127 FOR MID -BLOCK CROSSWALK. 2. PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109. 3. STOP BARS SHALL BE INSTALLED WHEN TRAFFIC SIGNALS OR STOP SIGNS (IF REQUIRED BY CITY ENGINEER) ARE PRESENT. STOP BARS SHALL BE LOCATED A MINIMUM OF 4' FROM EDGE OF CROSSWALK MARKINGS OR MORE IF SPECIFIED BY CITY ENGINEER. OTHERWISE, NO STOP BARS SHALL BE INSTALLED. �Y o INTERSECTION CROSSWALK AND STD. PLAN- 128 SOT PUBLIC WORKS STOP BAR PAVEMENT MARKINGS 7/27/2022 . + APPROVED: DEPARTMENT 'A � Martin Pastucha FN S O �n,Foo" DATE 1 1 ADDRESSING CITY COMMENTS NO. I REVISION : 44 SMP 01/27/25 CAC SURVEYED: ZLN DESIGNED: SMP DRAWN: SMP CHECKED: CAC BY DATE AP P R APPROVED: SYMBOL & LANE in MARKING AREA 8.03 SQ.FT. fill N - TYPE 1S TRAFFIC ARROW 0 o - 0 aD \REA -T. TYPE 2SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1'- 4" i V - 2" SYMBOL & LANE I _ I tkr ELLIPSE "A" It j ELLIPSE "B" I m rXXnLU Q to D- o m w N U) w CENTER POINT OF ELLIPSES I � GRID IS 4" (IN) SQUARE N i I MARKING AREA g 7.73 SQ.FT. ELLIPSE "A" AXIS 10" - ELLIPSE "B" AXIS TYPE 2SL (LEFT) TRAFFIC ARROW NOTE T - 4" 1' - 0" SYMMETRICAL ABOUT Use the dimensions shown on this plan for each type of Traffic Arrow T - 2" 2' -4" being placed on roadways with a posted speed limit of 40 mph or lower. i SYMBOL & LANE SYMBOL & LANE i aD iv ELLIPSE "A" I I - I i i o txq v ^ o o L w v aD a c m J w II ELLIPSE "B" - iv W D. 1,_4„ J 1 1 1 w t 1 2" MARKING AREA \ CENTER POINT 12.86 SQ.FT. OF ELLIPSES i GRID IS 4" (IN) SQUARE I _ 7 ELLIPSE "A" t h V TYPE 4S 8 m - TRAFFIC ARROW 1' - 6" 1' - Z" ELLIPSE "A"\ o ELLIPSE "B" PMARKINGAREA AXIS 10" - ELLIPSE "B" AXIS i X o rn Q o_ w pp ad. N a ��P� pF W40y2�c��� ^ 5 t w 14.83 SQ.FT. CENTER POINTOF ELLIPSES Jp `a TYPE R) 36103 �GIST GRID IS 4" (IN) SQUARE TRAFFIC AR OW N MIRROR IMAGE OF , Is I, Brian t 1 TYPE 3SL TRAFFIC ARROW / -Apt 16 201 S 2:21 PNI (SHOWN AT REDUCED SCALE) SYMBOL MARKINGS M14.83 TRAFFIC ARROWS FOR SQ.FT. 14.83 SQ.FT.1' ROADWAYS zLOW-SPEED STANDARD PLAN M-24.40-02 AXIS SHEET 1 OF 2 SHEETS 10" -ELLIPSE "B" AXIS APPROVED FOR PUBLICATION TYPE 3SL (LEFT) TRAFFIC ARROW Q Q1/ ' n°k°`I`I'•'au 'a-,71 AM .� Apr2021. STATE DESIGN ENGINEER Washington State Department of Transportation NOTES: SHOULDER AREA '� � SHOULDER AREA lI ROADWAY � LANE %r 1. See Contract Plans for crosswalk locations. I I I 1 r 2. To the maximum extent possible, curb ramp centerline should be perpendicular to the I, p crosswalk centerline. � r 2 1' 3. To the maximum extent possible, crosswalks I' WIDE FOR SHOULDERS < 4' WIDE (TYPJ should be perpendicular to the traveled way 2' WIDE FOR SHOULDERS I I OVER 4' (FT) WIDE centerline. 1 1 I r 4. See Contract plans for crosswalk width. o5- To maximim extent possible, place crosswalk • z bars out of the wheel paths. INSTALL CROSSWALK LINES IN LU SHOULDER AREAS ONLY WHEN ADJACENT TO A SIDEWALK OR A SEPARATE WALKWAY (TYP.) I I CROSSWALK LINE 1 5' MAX. I (TYPJ li j I I; I' I II II I i I I, II I i EDGE OF PAVEMENT, OR FACE OF CURB (WITHOUT i l GUTTER)., OR EDGE OF GUTTER PAN (WHEN THERE IS CURB AND GUTTER) (TYPJ STOP LINE II I I. 1 pAt NNDREWOgG SoF WASgi�cs EDGE �.: I WAY OF TRAVELED - I I, LANE I LANE i EDGE OF TRAVELED ' II. WAY a II �O 37361 G�k' '�E'GISTEV, G II r1pNAL E� Jul 17, 2023 CROSSWALK LAYOUT CROSSWALK DETAIL STANDARD PLAN M-15.10-02 SHEET 1 OF 1 SHEET �APPROVED FOR PUBLICATION Ju117, 2023 _ STATE DESIGN ENGINEER Washington State �, Department of Transportation co a J * T-432402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING 160111 cbarnes 03/11 /2025 yqi 03/18/2025 2 U 17 SCALE: DATE: VERTICAL: NAVD 1968 NEW LIFE CHURCH / / W AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01C 01 27 2025 RENTON 15 711 15 2 N D AVE SE FIELDBOOK: J PAGE: ONE INCH DATUM 0 DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. CHANNELIZATION DETAILS C H 0 2 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: OF: LU 24 70 Z v H H C'7 N a D I LO T N It O O N WA H H C'7 N rr n 2 U OC D U w H W Z It N C`M I O rr I- ,3"W WSDOT) 2 10 yy7 M SR 169 SW1/4OFS237T23N, R 5 E -m _ - 5 - U 1 6 - rAA5 P P P - 6 d U . \ Ir /� //®//®// 2/®//�//�/®//�//�/®/�///��I/®%//' ✓/J //0//' 2/®///®////l�%/%/000//®//�%/ //®// 2 2 2 _ 2 Lu LL _ 1 ---------- 2 1 4 1 1 ------ J CONSTRUCTION NOTES w 19 18 17 16 15 1 4 4 1 14 O 4 1 O CONSTRUCT FOUNDATION PER DETAIL ON SHEET IL04 AND INSTALL DECORATIVE LUMINAIRE POLE WITH C55 INTERCEPT EXISTING CONDUIT WITH NEW CONDUIT IN -KIND AND ROUTE CONDUIT INTO NEW JUNCTION BOX z DECORATIVE LUMINAIRES IN ACCORDANCE WITH THE LUMINAIRE POLE SCHEDULE AND CITY OF RENTON IF EXISTING CONDUIT CONTAINS INTERCONNECT WIRE, DISCONNECT WIRE FROM TRAFFIC SIGNAL CABINET AT STANDARD PLANS 117.1 AND 117.3. INSTALL LUMINAIRE AND JUNCTION BOX CONCRETE PAD IN SR 169/152ND AVE SE INTERSECTION AND PULL BACK WIRE THROUGH EXISTING CONDUIT AS NEEDED TO ACCORDANCE WITH CITY OF RENTON STANDARD PLAN 120. INSTALL NEW CONDUIT. ONCE NEW CONDUIT IS INSTALLED, PULL EXISTING INTERCONNECT WIRE BACK THROUGH CONDUIT AND RECONNECT TO TRAFFIC SIGNAL CABINET AT SR 169/152ND AVE SE INTERSECTION. O MAINTAIN AND PROTECT EXISTING ROADWAY LIGHTING POLE, ARM AND LUMINAIRE. (D REMOVE EXISTING JUNCTION BOX AND UNUSED CONDUIT SWEEPS. BACKFILL AND RESTORE RESULTING VOID O DISCONNECT AND REMOVE EXISTING CONDUCTORS BACK TO EXISTING JUNCTION BOX ON SOUTHWEST TO MATCH PROPOSED FINAL CONDITIONS. CORNER OF SR 169/152ND AVE SE INTERSECTION. TRIM CONDUCTORS TO LENGTH TO FIT WITHIN JUNCTION BOX. SEE CONSTRUCTION NOTE 7. REMOVE AND SALVAGE EXISTING LIGHT POLE, LUMINAIRE, AND ARM BACK O7 SPLICE NEW LUMINARE CONDUCTORS INTO EXISTING STREETLIGHTING CIRCUIT WITHIN EXISTING JUNCTION TO THE CITY. REMOVE EXISTING FOUNDATION TO A DEPTH OF AT LEAST 3' BELOW FINISH GROUND BOX. ROUTE NEW PEDESTRIAN LIGHTING CONDUCTORS THROUGH JUNCTION BOX AS SHOWN ON THIS SHEET. ELEVATION. BACKFILL AND RESTORE RESULTING VOID TO MATCH PROPOSED FINAL CONDITIONS. ®QQNNECT NEW PEDESTRIAN LIGHTING CONDUCTORS TO EXISTING SERVICE CABINET. J i N N U) W w 3 a 0 a U Z ui w w ui z z 0 0 0 Q I WIRING SCHEDULE NO RACEWAY CONDUCTOR COMMENTS CONDUIT SIZE* A2" SCH80 4-#8 EX. 2" 4-#8 ROUTE NEW CONDUCTORS THROUGH EXISTING CONDUIT 3 2-#8 ROUTE NEW CONDUCTORS THROUGH EX. 2"EX. 2-#8 EXISTING CONDUIT ® INSTALL TYPE 2 JUNCTION BOX IN ACCORDANCE WITH WSDOT STANDARD PLAN J-40.10-04 AND CITY OF * ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO RENTON STANDARD PLAN 120. R (MINIMUM N0. 8) UNLESS OTHERWISE NOTED. THIz �XI�TI�1G PAN1rL SC_H I�L1L>r MU�ST�E S�iQVj(l� WISH TQT4L 1VE�l/ 40�1Q QN C�RC4JIT_ NE�IV LQAQ _ _ _ +EXISTING, OR NEW LOAD ON A NEW CIRCUIT AND CONFIRM EXISTING CIRCUIT CAN LUMINAIRE POLE S C ACCOMMODATE THE TOTAL LOAD. IF EXISTING CIRCUIT CANNOT ACCOMMODATE NEW LOAD, THEN FURTHER DESIGN IS REQUIRED. THIS WILL REQUIRE FIELD CONFIRMATION. COORDINATE FIELD VISIT P6RTATfC7IT17A N I LNIANUE. MOUNTING ARM LATITUDE POLE NORTHING EASTING HEIGHT (FT)* LENGTH (FT)* WATTAGE DISTRIBUTION FIXTURE MODEL** DECAL NUMB AOff)ALLLCr 14i1-®EF*?**5CA NOT BELAN*D*E*D*ON ONE CIRCUIT BREAKER.MusTBE DESCRIPTION SPLICED IN THE JUNCTION BOX IF CONNECTING TO EXISTING CIRCUIT. FV EX EX 25(EX) 10(EX) 250W(EX) TYPE III GE - M2RC-25-S-XXX-G-3-X(EX) EX EX EX PSE OWNED EXISTING POLE AND LUMINAIRE TO REMAIN EX EX 25(EX) 10(EX) 250W(EX) TYPE III GE - M2RC-25-S-XXX-G-3-X(EX) EX EX EX PSE OWNED EXISTING POLE AND LUMINAIRE TO REMAIN 3❑ EX EX 25(EX) 12(EX) 95W(EX) TYPE III AUTOBAHN - ATB2-40BLEDE70-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN EX EX 40(EX) 10(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN EX EX 30(EX) 10(EX) 99W(EX) TYPE III GE - ERS1-0-X2-B1-5-40-X-GRAY(EX) EX EX EX PSE OWNED EXISTING POLE AND LUMINAIRE TO REMAIN EX EX 40(EX) 10(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN EX EX 40(EX) 16(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN CEX EX 40(EX) 16(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN CEX EX 40(EX) 10(EX) 140W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE70-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN CEX EX 40(EX) 10(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX EXISTING POLE AND LUMINAIRE TO REMAIN EX EX 40(EX) 10(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX REMOVE AND SALVAGE EXISTING POLE AND LUMINAIRE TO CITY EX EX 40(EX) 12(EX) 105W(EX) TYPE III AUTOBAHN - ATB2-60BLEDE53-MVOLT-R3-4K(EX) EX EX EX REMOVE AND SALVAGE EXISTING POLE AND LUMINAIRE TO CITY 13 172426.9 1317739.9 35.5 6 85W TYPE III CYCLONE- CY55P1A-FGC-T3-P60-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT 14 172463.E 1317609.7 35.5 6 85W TYPE III CYCLONE- CY55P1A-FGC-T3-P60-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT 15 172496.7 1317481.8 35.5 6 130W TYPE III CYCLONE- CY55P1A-FGC-T3-P80-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT 16 172527.4 1317363.2 35.5 6 130W TYPE III CYCLONE- CY55P1A-FGC-T3-P80-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT 17 172558.0 1317244.E 35.5 6 130W TYPE III CYCLONE- CY55P1A-FGC-T3-P80-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT 18 172588.E 1317125.9 35.5 6 130W TYPE III CYCLONE- CY55P1A-FGC-T3-P80-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT 19 172620.9 1317739.9 35.5 6 199W TYPE III CYCLONE- CY55P1A-FGC-T3-P110-40K-MVOLT INSTALL NEW POLE, LUMINAIRES, AND ARMS 16.5 4 23W TYPE III CYCLONE- SY21 P1-FGC-T3-P10-40K-MVOLT * EXISTING MOUNTING HE ** EXISTING LUMINAIRE FI) *** CONTRACTOR SHALL CC B J **** CONTRACTOR SHALL DE 3 w z 0 0 q- M va nspogroup cir N N WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821 w KIRKLAND, WASHINGTON 98034 (FAX) 425 825 ENSIONS D BASEE :NTON FC S FOR F ME ADDRESSING CITY COMMENTS REVISION SMP 01/27/25 CAC SURVEYED: ZLN DESIGNED: SMP DRAWN: SMP CHECKED: CAC BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 20 80 0 40 120 a L0 T O N A u T-432404 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING cbarnes 03/11 /2025 yqi 03/18/2025 _ U 17 DATE: NEW LIFE CHURCH 01/27/2025 LJJ 15 711 15 2 N D AVE SE FIELDBOOK: PAGE: DRAWING ILLUMINATION PLAN IL02 SHEET: OF: Lu 26 70 z H H C'7 N Q D _J LO T N O O N A, u H H C'7 N rr n 2 CU rr D U w H W Z M I O rr 2 U U W LL J LI J Z J I M N N N w x g n ❑ U Z z Of w w z z w z 0 0 ❑ a I x U LY x U B TAPER DIVIDER ENDS TO MATCH INSIDE - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5116' (IN) x 1" (IN) S. S. (TIP') 1/4 U COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S. (TYP) SET SCREW (TYP,) 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) ❑ A LID SUPPORT (IYP.) C (SEE NOTE 3) xi GROUND STUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH-1/4" (IN) x 3/4" (IN) A HEADED ANCHOR SHEAR STUD - 318" (IN) x 3" (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) 1 3 8" IN DIAM. HOLE WITH 112 - 13 x 1 1/2 STAINLESS STEEL PENTA HEAD BOLT BOLT PLATE- SEE DETAIL 3/16 3/4 (TYP) 3/16 3/4 TOP OF SOIL SURFACE OR FINISHED GRADE XX E r�¢ E X16" 3/16 V 11/2 (TYP.) --------- a-----� --- -i - ------------' z LID HOOK (TYP.) °000°o p SEE NOTE 7 - r �- --�- b d I C I I B D 1 1/4" GAP (TYP.) 4" FOR HOOK RELEASE (TYP.) LOCKING LID STANDARD DUTY JUNCTION BOX (CONDUITS NOT SHOWN) A GROUNDING STUD E NOTE 4) 1 1/2" MIN. (SE 3/8" (IN) STEEL 3/16" COVER PLATE LID HOOK a I F H CQ O X Q 2 ED 1 O N �; 2 1 MIN. ' m O 3„ w L . 3 (SEE NOTE 6) MAX. rn CRUSHED SURFACING (BASE LL %I; COURSE OR TOP COURSE) - PER w STANDARD SPECIFICATION 9-03.9(3) N H `4J PVC 4O GRS CONDUIT COdfNVDUrr -- " SECTION A ------------- 1/2 - 13 x 1 1/2 S. S. PENTA HEAD _ BOLT AND 1/2" (IN) S. S. FLAT WASHER ❑ 1 3/8" (IN) DIAM. HOLE p BOLT PLATE CHANNEL �- _ SEE DETAIL U 3/16 (TYP.) } 2" (IN) x 1/4" (IN)'-3 GAGE STEELSPACER (TYP.) 3/16 1 5/8- (IN) SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT AND SPRING JUNCTION BOX DIMENSION TABLE Y ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18"- 19' 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13"- 14- 17"-18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 12 5/8" 181/8" CAPACITY- CONDUIT DIAMETER 6" 12" NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 INC x 314" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. YP•) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, LID SUPPORT (TYP.) see Standard Specification 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) (TYP.) 1/8 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. J 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of w assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and Pull Boxes shall not be laced within the sidewalks walkways, shared use paths, traveled ways or paved HEADEDANCHOR P Y 1 P Y SHEAR STUD (TYP.) 1 1/2„ shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE NOTE 11 ) INshoulders s Alb Heavy - Duty. ut . WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). PERSPECTIVE VIEW GROUND STUD (SEE NOTE 4) 3/8" (IN) STEEL B J®SEp� COVER LIP PLATE 0 Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� OR WAS TOP OF PAVED Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2 SURFACE © Copper Soldedess 318" (IN) STEEL F LID L SHAPE SUPPORT IT P) _ TOP OF BASE Crimp Connector COVER LIP PLATE 3/16" (SEE NOTE 3) F- COURSE O Equipment Bonding s Jumper See Note 6 SHEAR AR x U (IN) HEADED ANCHOR �v ( ) I SHEAR STUD (TYP.) �'� IY�CI STty' 0 size and See Contract numberconduit _ I FABRIC WIRE (TYI j �ssjONAL �`yG o w o (WWF) 4x4-W2.9xW2.9 ---------- LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE iTYP.) 3/16 3116 1 112 1/B LID SUPPORT- L SHAPE SHOWN 3/16 (SEE NOTE 3) HEX COUPLING NUT WWF -WELDED LID BOLT DOWN TO LIP PLATE ATTACHMENT TAB �- SEE DETAIL WELDED WIRE DETAIL O W2 9HOOP (6 (TYP.) (SEE NOTE 10) ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW LID SUPPORT ^ 114" LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3l16" 3/16 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA COVER LIP PLATE HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER V 118 311 WWF - TIED IN2 PLACES TO HEADED ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) 3/8" (IN) x 3" (IN) HEADED ANCHOR J SHEAR STUD - WELDED TO LIP PLATE BOLT PLATE CHANNEL - SEE DETAIL a � (SEE NOTE 6) 4 COVER MARKING DETAIL ITS 1/2" (TYP.) OAOA°�°�°�l°�1/4" CLEAR pOV I T54 S ALL AROUND °Q�oQQQOQO SEE NOTE 7 (6 GAGE) (SEE NOTE 10) RaHcy,Ted Z �u Apr 25 2016 9:32 AM 2' : WELDED WIRE HOOP / sn MIN. 3 (TYP.) W2.9 (6 GAGE) LOE;KING LID STANDARD 1,= (SEE NOTE 10) DUTY JUNCTION BOX °O�° TYPES 1 & 2 STANDARD PLAN J-40.10-04 O SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Apr 28 2016 3:12 PM SECTION OB STATE DESIGN ENGINEER Washington State Department of Transportation (CONDUITS NOT SHOWN) -'/ 16" LID SUPPORT L SHAPE SHOWN ►I{ 3/8" (IN) STEEL (SEE NOTE 3) COVER PLATE 3/8- (IN) STEEL T/T/T/a COVER LIP PLATE o 4 4 3/16 1 (TYP.) 1/8 o LID HOOK - 1" (IN) x 1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2 a d' 3l16 LID SUPPORT -' L SHAPE SHOWN WWF - TIED IN 2 PLACES A (SEE NOTE 3) TO EACH HEADED - d ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) _ (6 GAGE) (SEE NOTE 10) SECTION OC 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE 1 3/8" (IN) DIAM. HOLE BOLT PLATE CHANNEL - SEE DETAIL (TYP. 3/16 d I BOLT DOWN HEX COUPLING NUT ATTACHMENT TAB-S. S. 5/16-NC x 718" (IN) WITH SEE DETAIL S. S. 5116-NC x 314" (IN) BOLT & THREE EACH S. S. 5/16" (IN) FLAT WASHERS LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN)ANGLE DETAIL OE ALTERNATIVE 2 SHOWN 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3/ 1 VERTICAL SLOT 1 : 2" VERTICAL L SLOT (TYP.) 3/16 o g 3116V 1/8" (IN) x 3/4" (IN) STEEL ANGLE a a 3116 1/8" (IN) x 3/4" (IN) ANGLE (TYP.) 1/4" (IN) STEEL PLATE po 1/4" (IN) S. S. PLATE LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) DETAIL ALTERNATIVE 3 SHOWN w z I 0 0 transpogroup N N WHAT TRANSPORTATION CAN BE. Tr w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821 w KIRKLAND, WASHINGTON 98034 (FAX) 425 825 1/4" LID LIFTING NOTCH 2' 2 12" 2" (IN) x 1/4" (IN)'- 3 3/16" 11' GAGE STEEL SPACER 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER i i N_ 5/8" (IN) x BOLT PLATE CHANNEL - 1" (IN) SEE DETAIL HORIZONTAL SLOT o SLOTTED STEEL CHANNEL 3 (SEE NOTE 6) 5/8" (IN) x 1' (IN) Q HORIZONTAL SLOT .a 3/16 3/16 4 HEX COUPLING NUT 1 S. S. 5/16-NC x 7/8" (IN) WITH S. S. 5/16-NC x 3/4" (IN) BOLT LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) TAB -SSEE DETAIL FLAT WASHERS DETAIL (E) ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2" 9/16- (IN) 2" DIAM. 2" 1n HOLE 1112' - i 5/8" (IN) x -- - T j - - V(IN) 7/16" (IN) x °�° i i VERTICAL &3 3/4"(IN) SLOT SLOT I 9/16"(IN) DIAM. HOLE 1/2" (IN) S. S. HEX NUT 2" " (I ) A GL x 1" (I ) x ANGLE iv 7/16" (IN) x 3/4" (IN) SLOT BOLT PLATE CHANNEL 1/2" (IN) S. S. HEX NUT O N 1/8 (TYP') �� J®SE�D� ® pyT WASyIy ALTERNATIVE 2 �e4 LID BOLT DOWN ATTACHMENT TAB !tea 12 - 13 x 1 112 S. S. PENTA HEAD BOLT (SEE NOTE 12) AND 1/2" (IN) S. S. FLAT WASHER 39820 3/8" (IN) STEEL COVER 1/8" (IN) x 3/4" (IN) �o;� 9eo STER%� ♦��� PLATE - SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE sS �G AWAY FOR CLARITY r 7� jONAL S 1/4" (IN) STEEL n Railcy,Tcd �j -----iQT------ PLATE �„q��U/yJ Apr 25 2016 9:33 AM 3/16 1 1l2 (� (((/// LID SUPPORT 4" 33/4" 1/8 LOCKING LID STANDARD o SHAPE SHOWN `v _L I- �I DUTY JUNCTION BOX (SEE NOTE 3) � ^'' =' TYPES 1 & 2 STANDARD PLAN J-40.10-04 ° 3/4" (IN) 1/8 SHEET 2 OF 2 SHEETS RADIUS 1/8" (IN) x 3/4" (IN) STEEL APPROVED FOR PUBLICATION ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 118" (IN) x 3/4" (IN) STEEL ' Carpenter, Jeff SHOWN, MIRROR IMAGE HEX NUT ANGLE'- MIRROR IMAGE L'?amtzeczCiz�ic. / Apr2820163:12PM DETAIL ( F ) FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE STATE DESIGN ENGINEER \J LID BOLT DOWN ATTACHMENT TAB Washington ALTERNATIVE 3 SHOWN g on State Department of Transportation PERSPECTIVE VIEW (SEE NOTE 12) IMP 0`1 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - /'- SHOWN CUTAWAY FOR CLARITY DETAIL OF ALTERNATIVE 2 SHOW PERSPECTIVE VIEW 3/16 V 1 112 LID SUPPORT -' L SHAPE SHOWN (SEE NOTE 3) EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH ALTERNATIVE 2 LID BOLT DOWN ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x 1/4" (IN) ANGLE 1 1 ADDRESSING CITY COMMENTS REVISION CRITERIA 1 ALL MATERIALS,WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 [ORION). 2 DESIGN LOADING POLE LOADS STD PLAN 117.1A ENWRONMEMAL LOADS RISKGAIEGORY II SNOW Ce=1A, E=1.0, CT=1.1, C"=1A, Pg=25 BSF, RDM M. rw WIND GCE-0.18, V-M MPH, EXPOSURE 9 EARIUQ W A OLYSN PIX]CEOUW: EOIINAIBITIA19iPLrg10EPROCEDll1� IATEPALSYSTH4: NMBUIMNG STRICIUISS NDTSMMRTO9ADHG, POLE: STEEL SIZE CIAM-D,S-1.W.S -0.91, S1-0.47 MI-0.a5, SEC "O', 1e=1 3 STRUCRURALDRAWINGS SHWL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND CIVIL DRAWINGS FORBIDDING AND CONSTRUCTION. ARCHRECTURALAND/OR CIIVL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTESAND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND/OR CIVIL ENGINEERS, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERALGONTRACTOR'S RISK 4 PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL AND CIVIL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL 15 DEFINED BY THE ARCHITECTURAL AND/OR CIVIL BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL CIVIL AND STRUCTURAL DRAWINGS. 5 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ANDT14E MEIHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AL/THORITYOR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE ANOro R FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL HNAL CONNECTIONS 14AVE BEEN COMPETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14'DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION'. 7 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBUECTTO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS Bar SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SFNLL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDEDYIRT RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND HELD USE. 8 ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SFNLL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9 SPECIAL INSPECTION SHALL L BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS11 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY QUALIFIED TESTING AGENCY BESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SH A L BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PEA TABlE 1705.0 GEOTECHNICAL 10 FOUNDATIONNOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIER BYA QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE 1500 PSF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED). 150 PCF CONCRETE 11 CONCRETE SFNLL BE MIXED, PROPORRONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 12 CONCRETE SFNLL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A28 DAYSTRENGTH OFRc = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5AR SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCEASWMP OFY OR LESS. REQUIRED CONCRETE STRENGTH IS RASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 13 ALL CONCRETEWRH SURFACES EXPOSED TOWEATHER OR STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND DEBUT TOTALAIR CONTENT FOR FROST RESISTANT CONCRETE SFNLL BE IN ACCORDANCE WITH ACI318-19, TABLE 19.3.2.1 MODERATE EXPOSURE, H. 14 REINFORCING STEEL SHALL CONFORM TOASTM A615 QNGLUDING SUPPLEMENT31), GRADE 60, FY= 60,IXI0 PSI. 15 DETAILING OF REINFORCING STEEL INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WTM ACI 315R-18AND 31819. LAP ALL CONTINUOUS REINFORCEMENT #SAND SMALLER 40 HAD DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 PAR DIAMETERS OR"MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 31819, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRFR SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SFTALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FORMED SURFACES DEPOSIT) TO FARM OR WEATHER (16 HMS OR FORGER) 2 FORMED SURFACES DOSED TO EARTH OR WEATHER (15 HAM OR SMALLER) 1-1/P COLUMN TIES OR SPIRALS AND BEAM STIRRUPS. 1-1/P 17 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS ATALL EXPOSED CONCRETE SURFACES, BOTH CASE NTPLACE AND PRECAST. 18 NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN SELECT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). STEEL 19 STRUCTURAL STEEL DESIGN FABRICATION AND ERECTION SHALL BE RASED ON: A. AISC 36016AND SECTION 22050E THE INERNAIIONAL BUILDING CODE. R. JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC3M-16) AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM 'STRUCTURAL DESIGN DRNMNGSTO'CONTRACT DOCUMENTS' IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS. 20 WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-M,FY=50 KSI.OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PPE SFWE CONFORM TOASFM A-53, TYPE E ORS GRADE 13,Y F = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM7500 GRADE C. FY = 46 K51 (ROUND), FY = 50 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM A337. 21 ARCHITECTURALLY DEPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND DCfs. RRI AISC 3U3-16. 22 ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHAII BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH AN EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. 23 ALLANCHORS EMBEDDED IN CONCRETE SHALL BE F1554 GRADE 55 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. DocuSign Envelope ID: 894DB72E-3255-4A63-AOF1-38A20AAF74CA GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT PROWAG ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED 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 OR UNLESS OTHERWISE APPROVED. 9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, ALL DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE. 11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED, WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING PTZ CAMERA(S) REQUIRE RELOCATION. 12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL LANE AND SHALL BE MUTCD COMPLIANT. TRANSPORTATION NOTES STD. PLAN 135 * PUBLIC WORKS PPp DIVED: p DEPARTMENT Marti Pastucha 5/2/2024 I 4 DATE SMP 01 /27/25 CAC SURVEYED: ZLN DESIGNED: SMP DRAWN: SMP CHECKED: CAC BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • CITY OF RENTON • Planning/Building/Public Works Dept. TAPERED STEEL POLE &RASE PLATE, BY OTHERS. / SEE CITY OF RENTON STANDARD MINIMUM 55 " i " PAN 117.1A BOLT".12TMGr ANCHOR BOLTS w/24"MIN / NONSHRINKGROUT EMBEDMENT & 5z MIN PROJECTION ABOVE SIDEWALK SEE STANDARD Sedtion // CONCRETE SIDEWALK PLAN 117.1A FOR ADDITIONAL ANCHOR BOLT ASSEMBLY PAD, BY OTHERS - - - �-�------ �Il�n (2)#4 TIES IN UPPER 6' - OF PIER a e ` (6)#5 LONGITUDINAL z REINFORCEMENT, EVENLY SPACED E w #4TIES @18'. - II I - _" 34r0 1YP Foundation Detail 12 k+ Architects 10317 801 Ave NE Seattle, WA 98125 RADIAL ENGINEERING 11515111Ale E,SIeB 91673TM S.Me.WA911112 Bada1T gntaing.mm Cop,1gA 21T5 Fffial Fiyraig - N Ilglts l&sare] PNDe r z L; 0 GJS -va"avEo er. RJA New Life Church Light Pole Foundation 15711 152nd Ave SE Renton, WA 98058 Permit General Structural Notes & Foundation Details sr vE SM = VHW U.N.O 1/22/2025 "roircr"". 1.14.1-25 S1.1 T-432406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS t'J N Q J U � N LL TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING �' cbarnes 03/11 /2025 yqi 03/18/2025 _ U 2 DATE: NEW LIFE CHURCH 01/27/2025 LLJ 15 711 15 2 N D A V E SE FlELDBOOK: LL PAGE: I r DRAWING NO: ILLUMINATION DETAILS I L04 w SHEET: OF. 28 70 Z v H H C'7 N a D I LO T N It O O N WA H H C'7 N rr n 2 U OC D U w H W Z SW1/4OFS237T23N, R 5 E N co NOTE: O lq� 1. SEE SHEET TS01 FOR TRAFFIC SIGNAL GENERAL NOTES AND LEGEND. 2. SEE TS03 FOR TRAFFIC SIGNAL TERMINATIONS. �d 3. SEE SHEET TSO4 FOR TRAFFIC SIGNAL POLE CHART. \ 4. SEE SHEET(S) TSD01, TSD02, AND TSD03 FOR TRAFFIC SIGNAL DETAILS. ° 5. NEW CONDUCTORS ARE INTENDED TO REPLACE REMOVED EXISTING CONDUCTORS. NEW CONDUCTORS SHALL FOLLOW THE EXISTING CONDUIT ROUTING FOR THE CORRESPONDING REMOVED —17 CONDUCTORS WHICH THEY ARE INTENDED TO REPLACE, UNLESS OTHERWISE APPROVED BY CITY OF U RENTON. rr CONSTRUCTION NOTES 2 U 0 PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS. INSTALL TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS w PER WSDOT STANDARD PLAN J-20.26. CONNECT PEDESTRIAN PUSHBUTTONS TO EXISTING CONDUCTORS TO REMAIN. U- 20 PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS. REMOVE EXISTING PUSHBUTTON CONDUCTORS BACK TO J THE TRAFFIC SIGNAL CONTROLLER CABINET. REPAIR RESULTING HOLES IN POLE FROM EQUIPMENT REMOVAL PER DETAIL IS-17 ON SHEET TSD01. 33 DISCONNECT EXISTING PEDESTRIAN SIGNAL HEAD AND PEDESTRIAN PUSHBUTTON CONDUCTORS AND PULL BACK TO NEAREST JUNCTION BOX w FOR REUSE ON THIS PROJECT. REMOVE EXISTING PEDESTRIAN SIGNAL HEADS, PEDESTRIAN PUSHBUTTONS, AND SIGN. REMOVE AND SALVAGE z EXISTING PEDESTRIAN FLAG HOLDER FOR REUSE ON THIS PROJECT. REMOVE EXISTING PS POLE, FOUNDATION, AND CONDUIT. RESTORE RESULTING VOID TO MATCH PROPOSED FINAL SURROUNDING CONDITIONS. ® PROTECT EXISTING POLE TO REMAIN. 1 O PROTECT EXISTING POLE TO REMAIN. REMOVE EXISTING PEDESTRIAN PUSHBUTTONS. REMOVE EXISTING PUSHBUTTON CONDUCTORS BACK TO THE TRAFFIC SIGNAL CONTROLLER CABINET. REPAIR RESULTING HOLES IN POLE FROM EQUIPMENT REMOVAL PER DETAIL IS-17 ON SHEET TSD01. © INSTALL ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON POST AND FOUNDATION PER WSDOT STANDARD PLAN J-20.15. FOUNDATION SHALL sR BE CLASS 4000P CONCRETE. INSTALL TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ONTO POST PER WSDOT STANDARD PLAN J-20.26. 769 70 INSTALL CURB FOUNDATION FOR PS POLE WITH FIXED BASE PER WSDOT STANDARD PLAN J-20.11-03. FOUNDATION SHALL BE CLASS 4000P /^^ AA �q�l lVl, CONCRETE. INSTALL PS POLE, TWO PEDESTRIAN SIGNAL HEADS, TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS, AND ASSOCIATED HARDWARE Rl ONTO PS POLE PER WSDOT STANDARD PLAN J-20.16. RECONNECT EXISTING PEDESTRIAN SIGNAL HEAD AND PEDESTRIAN PUSHBUTTONS CONDUCTORS. INSTALL SALVAGED PEDESTRIAN FLAG HOLDER ONTO POLE WITH NEW STAINLESS STEEL BANDS. ® INSTALL ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON POST AND FOUNDATION PER WSDOT STANDARD PLAN J-20.15. FOUNDATION SHALL BE CLASS 4000P CONCRETE. INSTALL POST TO BE AS NEAR TO CURB RAMP PEDESTRIAN CURB AS FEASIBLE; HOWEVER, CURB RAMP PEDESTRIAN CURB SHALL NOT IMPACT POST, ANCHOR COUPLINGS, COUPLING BOLTS, ETC. PEDESTRIAN PUSHBUTTON POST LOCATION HAS BEEN SET SUCH THAT A PORTION OF THE PEDESTRIAN PUSHBUTTON POST FOUNDATION WILL BE LOCATED BENEATH THE ADJACENT CURB RAMP PEDESTRIAN CURB. CURB RAMP PEDESTRIAN CURB AND PEDESTRIAN PUSHBUTTON POST FOUNDATION SHALL NOT BE POURED MONOLITHICALLY, BUT SHALL BE SEPARATED BY JOINT(S). INSTALL TWO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ONTO POST PER WSDOT STANDARD PLAN J-20.26. O9 PROTECT EXISTING JUNCTION BOX TO REMAIN. 10 PROTECT EXISTING TRAFFIC SIGNAL CONTROLLER CABINET TO REMAIN. 11 PROTECT EXISTING SERVICE CABINET TO REMAIN. 12 ADJUST EXISTING JUNCTION BOX TO MATCH THE GRADE OF THE PROPOSED SIDEWALK OR ADJACENT SURFACE. 1 13 INSTALL NEW CONDUIT(S) INTO EXISTING JUNCTION BOX. 1 4 PROTECT EXISTING INDUCTION LOOP TO REMAIN. J z I 1 6 ° • 13 9 ��� • 9 5 ' PPB�� Q /X, J i ° d ' a� P.B 4� . i a d a `7� 15 REMOVE UNUSED CONDUIT SWEEP FROM EXISTING JUNCTION BOX. WIRING SCHEDULE (THIS SHEET ONLY) NO RACEWAY CONDUIT SIZE* PPB 2C(SH) PIED HEAD 5C EX. NEW EX. NEW 1 1" SCH80 2 2 EX. 2" 2(R) 2 2 4 2" SCH80 2 2 5 EX. 3" 2(R) 2 6 EX. 3" 4(R) 4 * ALL CONDUIT SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR WITHIN THE w CONDUIT (#8 MINIMUM). z 3 a (R) REMOVE EXISTING CONDUCTOR / Z NOT ALL EXISTING CONDUITS ARE SHOWN. z NOT ALL EXISTING CONDUCTORS ARE SHOWN WITHIN z z THE WIRING SCHEDULE. CONTRACTOR SHALL PROTECT EXISTING CONDUCTORS TO REMAIN, UNLESS OTHERWISE a NOTED. I U _ U Ld 3 z 0 0 M va nspogroup N N WHAT TRANSPORTATION CAN BE. w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821 m w KIRKLAND, WASHINGTON 98034 (FAX) 425 825 Ll lNll SIGNAL PHASING PROTECTED MOVEMENT PEDESTRIAN MOVEMENT NOTE: OLA IS WB NO RIGHT TURN BLANK OUT SIGN _SS o d' SS _ sa • / --------- / d `PO 1 I ADDRESSING CITY COMMENTS REVISION i i �T �0 D— � 1 r 12 13 OP OP NH 01 /27/25 CAC SURVEYED: ZLN DESIGNED: N H DRAWN: NH CHECKED: CAC BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 a� W W W 1 W W •Y •Y •Y O W •Y J) I W VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept d Id . d•' d 0� co a U H H co rr 5 20 9 0 10 30 6 10 11 T-432408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING �' cbarnes 03/11 /2025 '� yqi 03/18/2025 _ U 2 DATE: NEW LIFE CHURCH 01/27/2025 LJJ 15 711 15 2 N D AVE SE FIELDBOOK:LL PAGE: , DRAWING NO: TRAFF- C SIGNAL MODIFICATION PLAN TS02 w SHEET: OF. 30 70 Z H H C'7 N Q D J LO T N Nt O O Nt N A, u H H C'7 N rr n 2 CU rr D U w H W Z v H H C'7 N a D I LO T N It O O N WA H H C'7 N rr n 2 U OC D U w H W Z SW1/4OFS237T23N, R 5 E N co I O rr U rr D U U_ J W Z J Z V) to I F I N N N w _ to REPAIR PROCEDURE - BOLT HOLE SIZE 1/2" (IN) DIAMETER OR LESS -PIPE TRADE SIZE 1/2" (IN) OR LESS FOR UNC OR LINE THREADS: FOR NATIONAL PIPE THREADS: • APPLY SILICONE CAULK TO THREADS OF SS BOLT WITH SHANK. • APPLY SILICONE CAULK TO THREADS OF HOT -DIPPED GALVANIZED HEX SOCKET PIPE PLUG. • TIGHTEN SS BOLT UNTIL SHANK IS TIGHT AGAINST STANDARD. • TIGHTEN PLUG UNTIL FLUSH WITH STANDARD. • CUT OFF SS BOLT EVEN WITH STANDARD. • FILE PLUG TO MATCH CONTOUR OF STANDARD. • FILE SS BOLT TO MATCH CONTOUR OF STANDARD. • FILL HEX SOCKET WITH PAINTABLE SILICONE CAULK. • TREAT SS BOLT AND SURROUNDING POLE MATH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2). • TREAT PLUG AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD • APPLY TWO COATS. PAINT SHALL SPECIFICATION 9-08.1(2). BE DRY BEFORE APPLYING SECOND COAT. • APPLY TWO COATS.PAINT SHALL BE DRY BEFORE APPLYING SECOND COAT. Or' EXISTING STANDARD EXISTING �1 318" (IN) HOLE 3/8" (IN) SS BOLT WITH SHANK E I PUNCH - TO DEFORM PLUG - (4) PLACES SO PLUG WILL NOT EXISTING HOLE - EXAMPLE OF PEDESTRIAN ROTATE PIPE THREAD SIZE PUSHBUTTON (PPB) HOLES) 12" (IN) OR LESS TO BE REPAIRED - SEE DETAIL LEFT @ 12" (IN) HOT -DIPPED GALVANIZED HEX SOCKET PIPE PLUG ISOMETRIC VIEW ELEVATION VIEW HOLE REPAIR DETAIL ELEVATION EXAMPLE OF REPAIR FROM FEB LOCATION - (TYPE III SIGNAL STANDARD SHOWN) 1/2" (IN) DIAMETER AND 318" (IN) DIAMETER HOLES SHOWN FILE NAME S:tDeslan R PS SWSIandardsl2-Plan Sheet Llbn W1-PublMhed PSLUISI Illuminallon. Sl mis,and ITSIIIS171 TmRIO Standard Hand Hale ReealrP p ENTERED BY s- REPAIR PROCEDURE - MAXIMUM HOLE SIZE 3" (IN) DIAMETER OR LESS • SUBMITTAL PER STANDARD SPECIFICATION 6-03.3(25). • MAXIMUM HOLE SIZE Y' IN OR LESS IN DIAMETER. • 1/8" (IN) STEEL PLATE - TYPE ASTM A - 36 ELECTRODE TYPE XX-70. • THE PLATE SHALL BE 12" (IN) LARGER THAN THE DIAMETER OF THE HOLE TO BE REPAIRED 1/4" IN OVERLAP ALL SIDES. • TACK WELD PLATE TO POLE. • SHAPE PLATE TO MATCH TAPER AND CURVE OF POLE. • 1/8" (IN) FILLET WELD ALL AROUND. • CHAMFER (GRIND)EDGE OF PLATE SMOOTH. REMOVE ALL BURRS AND SHARP EDGES. • TREAT PATCH PLATE AND SURROUNDING POLE WITH GALVANIZING REPAIR PAINT MEETING THE REQUIREMENT OF STANDARD SPECIFICATION 9-08.1(2). • APPLY TWO COATS. PAINT SHALL BE DRY PRIOR TO APPLYING SECOND COAT. EXAMPLE OF HOLE TO BE REPAIRED - SEE DETAIL 0 RIGHT ISOMETRIC VIEW ELEVATION VIEW PERSPECTIVE VIEW HOLE REPAIR DETAIL (RAMP METER SIGNAL STANDARD EXAMPLE WITH 2" IN DIAMETER HOLE SHOWN WITH SLIP BASE SHOWN) ( ) dg" Adw Washington State Department of Transportation TRAFFIC STANDARD HOL 2 1114 (TYP.) TOP OF POST N (D#4 �._. GROUNDING CONNECTION ^ . I SEE DETAIL I• . ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY oo� A I .. a •� a > FIELD DRILL AND TAP FOR 1/420 THREAD BOLT P.) W 0 2 10 CLR. 3 12' II- " z (TYP.) PLATE E STEEL LL 1 6' 5/8" (IN) DIAM. PLATE N SQUARE HOLE (TYP.) m PLAN VIEW Q z 6" (IN) DIAM. O W BOLT CIRCLE t o o % F 3/4' (IN) CHAMFER (TYP) 1 #4(TYP.) -- i FINISHED 1 12^ 3 9118" (IN) DIAM. 3" (IN) STEEL PIPE x GRADE CLR HOLE (SCHEDULE 40) r BASE PLATE DETAIL ro TOP OF ~ i_ J- SIDEWALK EXISTING 2 12" (IN) CLR.°• STANDARD (TYP.) PREMOLDED JOINT FILLER • II ;; II 2 # 4 (TYP.) EXISTING 2" (IN) DIAMETER HOLE ANCHOR BOLT TEMPLATE ASSEMBLY m ANCHOR BOLT TEMPLATE ^TWOREQUIRED 1j lf2" (IN) x 24" (IN) FULL THREAD ANCHOR 1/8" (IN) x 2 VT (IN) x 2 1/2" (IN) STEEL PLATE BOLTS - FOUR REQUIRED 1" (IN) DIAMETER 12" (IN) DIAM. STEEL HEAVY HEX NUTS - -y ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR •°I; REQUIRED PER ANCHOR BOLT 1 . _ 6.. SQUARE SECTION AO REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. SECTN. 9-07.1(2) FOR BENDING DIAMETERS 135" HOOK G) (TYP.) #4 O2 #4 1'-1" DIMENSIONS ARE OUT TO OUT 3" (IN) PIPE CAP NOTES 1. See Standard PlanJ-20.26 for Accessible Pedestrian Pushbutton details. 2. Where shown in the plans, install plaque R10-32P "PUSH BUTTON FOR 2 SECONDS FOR EXTRA o P P q ( ) $ CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to the PPS post height to = accommodate plaque and leave a 2" (in) space between signs. m 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. I m 9 IY 9 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. - - - - - _ ^ 5. Supplemental Grounding Conductor shall be non -insulated #4 AWG stranded copper and shall be clamped to vertical rebar with a connector suitable for use embedded in concrete: Provide 3' - 0" min. slack. Attach to pole grounding stud with a full P 9 9 6 z circle crimp -on connector (crimped with a manufacturer recommended crimper). _._.---. w 6. Two button installation may require adaptor(s). i - - ---1- v----�OF PUSHBUTTON PIPE CAP 118 114" (IN) STEEL r ----------- PLATE TOP OF POST STAINLESS STEEL FLAT WASHER (TYP.) 1 1/2" (IN) DIAM. 5/8" (IN) DIAM. HOLE (IN) DIAM. HOLE (TYP.) HOLE - 1/4" (IN) x 1-1/4" (IN) LONG 1f t 1" POST WALL STAINLESS STEEL i THREADED STUD 1 EQUIPMENT GROUNDING THREE 114" (IN) STAINLESS CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS WON) DIAM. Q- Q CRIMP -ON CONNECTOR - CRIMPED BOLT CIRCLE WITH A MANUFACTURER'S 3" (IN) STEEL PIPE RECOMMENDED CRIMPER (SCHEDULE 40) � GROUNDING CONNECTION DETAIL ANCHOR BOLT TEMPLATE * WELD STUD TO POLE WALL TO MAXIMUM EXTENT - POSSIBLE - 1/2" (IN) MINIMUM WELD CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS EQUIPMENT EQUIPMENT GROUNDING GROUNDING CONDUCTOR BASE PLATE ASSEMBLY - ! CONDUCTOR 12" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH 1/2" (IN) FLAT WASHER, TWO EACH REQUIRED PER ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE j 3116 TOP OF NUT OR 518" (IN) MAXIMUM (TYP.) I m 1/2" (IN) STEEL BASE PLATE I 1/2" (IN) BASE PLATE - SEE DETAIL-,;� li_;.. ° GROUT PAD -INSTALL AFTER PLUMBING 1 1114(TYPJ 3/8"(IN)DRAIN TUBE °_% 7A3 STANDARD TOP OF CURB LIN 2" ON) LONG FT CONDUIT COUPLING - INSTALL" > = PVC STUBOUT 10.k FLUSH WITH TOP OF FOUNDATION. (DO NOT GLUE PVC STUBOUn 1 1/2" CUR. TOP OF SECTION OVP 1 /_ SIDEWALK PREMOLDED • - I JOINT FILLER b ANCHOR BOLT TEMPLATE ASSEMBLY 2 # 4 (TYP.) E 1"(IN)DIAMETER ELCRICAL CONDUIT ELEVATION TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW �O 4Be21 O 'R� SSrONAL TNG . l,k12:9290192, 1254 vM ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ]u131201912:14 PM STATE 101111 ENGINEER Washington State Department of T-pod Tim o ❑ I z W W 8" (IN) DIAMETER HOLLOW IN ��lk CENTER OF GROUT PAD � m 0 a #4 � O 3 # - ©94 ❑ 4T OoO �al (TYP.) (TYP) f Z - O, �- 904 SQUARE PLAN VIEW g FOUNDATION DETAILS 1" (IN) DIAMETER HOLE (TYP.) TYPE PS OR TYPE 1 SIGNAL POLE 9" (IN) DIAMETER BOLT CIRCLE REINFORCING STEEL QUANTITIES LIST MARK Q QTY. 3 1 2 1 3 1 7 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) BASE PLATE DETAIL 1" (IN) DIAMETER 1/4' (IN) STEEL HOLE (TYP.) PLATE 1 1/2" 1112, 9" (IN) DIAMETER - BOLT CIRCLE ANCHOR BOLT TEMPLATE REINFORCING STEEL BENDING DIAGRAM SEE STD. SPEC. 9-07.1(2) FOR BENDING DIAMETER 135" HOOK (TYP,) I I � 135 HOOK (TYP.) O 0 - #4 2'-7" 3'-2" 094 © 94 DIMENSIONS ARE OUT TO OUT R Y G ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY TYPE PS OR TYPE 1 SIGNAL POLE (TYPE 1 SHOWN) ----------------------- GROUNDING CONNECTION - SEE STANDARD PLAN J-20.20 SUPPLEMENTAL GROUNDING CONDUCTOR (SEE NOTE 5) 3/4" (IN) STEEL BASE PLATE - SEE DETAIL GROUT PAD - INSTALL AFTER PLUMBING STANDARD 3/8" (IN) I.D. DRAIN TUBE IN GROUT PAD 3/4" (IN) CHAMFER 0114 (TYP.) FINISHED GRADE 5' (IN) DIAM. HOLLOW IN CENTER OF GROUT PAD SUPPLEMENTAL GROUNDING CONDUCTOR CLAMP (SEE NOTE SI I ©#4 HAND HOLE -j ®#4 PREMOLDED JOINT FILLER C rc U N/ TOP OF CURB -r TOP OF m1 FOUNDATION • 1 0 I° 9I o#4 ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER- 1 �a ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED C�---_` 3/4" (IN) x 36" (IN) FULL THREAD ANCHOR BOLT -FOUR REQUIRED 21/2"CLR. 314" (IN) DIAM. STEEL HEAVY HEX NUTS - (TYP') FOUR REQUIRED PER ANCHOR BOLT SQUARE PERSPECTIVE VIEW FLAT WASHERS - ELEVATION FOUR REQUIRED PER ANCHOR BOLT; FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS EQUIPMENT GROUNDING ' CONDUCTOR BASE PLATE ASSEMBLY- 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT WITH FLAT WASHER, TWO EACH REQU PER ANCHOR BOLT - MINIMUM OF TWO THREADSABOVE TOP OF NUT OR 5/B" (IN) MAXIMUM (TYP.) LEVELING NUT (TYP.) 2" (IN) LONG PVC STUBOUT _)_i 1 TOP OF FOUNDATION - FLUSI I WITH SIDEWALK •�_; TOP OF SIDEWALK 2 1/2'CUR 1' PREMOLDED JOINT FILLER I I - ANCHOR BOLT IIII! ELECTRICAL CONDUIT - SEE i' CONTRACT FOR DIAMETER SECTION O KEY NOTE OCONDUIT COUPLING -INSTALL FLUSH WITH TOP OF FOUNDATION. (DO NOT GLUE PVC STUBOUT) of WAS117�"�Ct 04 ,pH 48en 4,0 �Cw F pIST6A 1 ssIONAL ECG �Gl kw Flint z2920192,54PM ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 2 OF 2 SHEETS ���• APPROVED FOR PUBLICATION ful 31201912:14 PM surf DEslcB ExcInEER Washington Stote Deppnment of Trpnsperlp6an 3' (IN) PIPE CAP I 1" THREAD NOTES TOP OF SST PEDESTRIAN SIGNAL HEAD NOTES: 3" (IN) PEDESTRIAN WITH TYPE D MOUNT 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. 1 GROUNDING CONNECTION - -- -� - ` - -� * 1/8 1. See Standard Specification Section 9 06.16 for Breakaway Base Connection details. Dimensions for the parts used to assemble the base connections are intentionally not shown. FOUNDATION PUSHBUTTON POST 'I,l',1'I II 'iF "v;'�'J 2. Steel shaft shall be tapered either round or dodecagon (12-sided), 11 gage, 41/2" (in) O.D. at slipfitter weld. Taper shall be 0.14" (in) per foot. SEE DETAIL 1 PIPE TOP OF POST CAP STAINLESS STEEL FLAT WASHER (TYP.) Base connections are patented manufactured products that are in compliance with NCHRP 350 crash test criteria. The Breakaway Base Connection details are only shown on this plan 3/4" (IN) CHAMFER ���, BRACKET (TYP.) EDGE of w '. y (/A 3. Welding of structures shall be in accordance with the latest edition of the AWS D1.1 Structural to illustrate how parts are assembled. (TYP.) SHOULDER o '. -`' - " " TOP OF Y Welding Code - Steel. All butt welds shall be ground flush with base metal. l FS F (IN) LONG STAINLESS STEEL NL(INx 1 STEEL STAINLESS for Accessible Pedestrian Pushbutton (APS) details; Audible 2. See Standard Plan JID) O I_ ANCHOR COUPLING �(r \ J Top of POLE POLE 4. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. EQUIPMENT GROUNDING IiI f THREADED STUD Information Device (AID) pushbutton similar. 2i (TYP.) of CONDUCTOR 'ii _ _ _ pedestrian pedestrian - � _ TOP OF PAVED \ LL 11a" (IN) WEEP HOLE 5. See Standard Plan J-20.20 for Accessible Pedestrian Signal Standard Electrical details. 3. Secure conductor in adjacent Junction Box per detail in Standard Plan J-28.70. 1 P SURFACE m 1/4^ (IN) 114" (IN) WEEP HOLE 6. Hand holes shall include a removable, rain -tight cover and gasket, fastened with two stainless steel tI POST WALL THREE 1/4" (IN) STAINLESS STEEL HEX NUTS 4. Where shown in the plans, install plaque (R1032P) "PUSH BUTTON FOR 2 SECONDS FOR ° \ Z WEEP HOLE OFFSET SLIPFITTER screws (ASTM 593). I I III -Tr-- i I 1'n EQUIPMENT GROUNDING CONDUCTOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" In to post height to accommodate plaque and leave a 2" Ins ace between signs. ( ) P 9 ( ) P 9 w ❑ ° .I ° o ° .r+,F... '`""' { BELOW MATCHLINE- SEE DETAILS 7. Supplemental grounding conductor shall be non -insulated #4 AWG stranded copper and shall be FIELD DRILL AND TAP FOR I w O AND FULL CIRCLE CRIMP -ON CONNECTOR - CRIMPED WITH A MANUFACTURER'S 5. Mounting distances between See for z W ❑ °I PREMOLDED o ° JOINT FILLER --- - - _ \, _ ON PEDESTRIAN SIGNAL HEAD WITH TYPE D MOUNT �_ MATCHLINE clamped to vertical rebar with a connector suitable for use embedded in concrete. Provide 3' - 0" min. 1/4-20 THREAD BOLT (TYP.) 1D Z w RECOMMENDED CRIMPER vary manufacturers. manufacturer's rewmmendations mounting information. m LL 1 2 o • _ ,.D• EDGE LINE MA7CHLINE _ _ -- - - - - - - slack. Attach to pole grounding stud with a full circle crimp -on connector (crimped with a manufacturer w y o m c COMMERCIAL ABOVE MATCHLINE - USE DETAILS recommended crimper). GROUNDING CONNECTION DETAIL 6. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the m 5 ro o CONCRETE °. FLAT FOUNDATION FOR PEDESTRIAN SIGNAL HEAD 8. The unction box serving the standard shall preferably be located 5' - 0" 10' - 0" max. from ) g P y ( ) -_; - - - - Standard. N ° CURB FOUNDATION TYPE C MOUNT PLACEMENT WITH TYPE C MOUNT the standard. - - *WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE- 1/2" (IN) MINIMUM WELD 7. Two button installation may require adaptor(s) or extension(s). o ry PERSPECTIVE VIEW PERSPECTIVE VIEW 9. Where shown in the plans, install plaque (R10 - 32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA 1 ,� CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS SHOWN EXPLODED FOR CLARITY 8. Pushbutton height is measured from the walking surface to the center " ANCHOR FERRULE ° (TYP,) I' j ° " ° 2 # 4 (SKIRT NOT SHOWN) 1" (IN) DIAMETER 9e CROSSING TIME" two inches above the Accessible Pedestrian Signal (APS) Assembly. i of the actual pushbutton circle. CHAMFER HOLE (TYP.) TAPERED STEEL rc TYP (TYP) 1 # 4 (TYP.) SHAFT TAPERED STEEL SHAFT 1/4" (IN) STAINLESS O 1' (IN) DIAMETER ELECTRICAL Q # q FINISHED �\ (SEE NOTE 2) STEEL HEX NUT CONDUIT - 1 12" (• �• GRADE CLR. ! ` POLE WALL STAINLESS STEEL 5/8" (IN) DIAMETER HOLE n w O o I WASHERS (TYPJ PEDESTRIAN PUSHBUTTON v 8" SQUARE OR ROUND 1 I• ` I A O _ 1 ° • TOP OF �` 9" (IN) DIAMETER rp A - ACCESSIBLE PEDESTRIAN SIGNAL (APS) (SEE NOTE 5) 1/4" ON) DIAMETER x 1 1/4' (IN) LONG STAINLESS STEEL STUD POST- WON) STEEL PIPE (SCHEDULE 40) FLAT FOUNDATION DETAIL N r 'O SIDEWALK _ _ BOLT CIRCLE • ® • ELEVATION VIEW POST DETAIL 3" (IN) PEDESTRIAN BRACKET ADAPTER(7YP.) I N y G V . I _• I .'. ;' / ;�/ 3/4" (IN) STEEL 1/8 PLATE 3/tg 1/4' (IN) STAINLESS 1/B STEEL NUT HEX (TYP.) ^- PUSHBUTTON POST ---�J ° I I - - - - - z TOP OF ! BRACKET (TYP.) 2 12" (IN) CLR. PREMOLDED JOINT FILLER BASE PLATE DETAIL FULL CIRCLE CRIMP -ON O Z w BRACKET ADAPTER (TYP.) �. FOUNDATION COUPLING BOLT (TYP.) 2 12" CLR. 3 12" (TYPJ .v.I I INSTALL ROSETTE IF KNOCKOUT IS OPEN CONNECTOR (IYR) EQUIPMENT GROUNDING 3" (IN) PEDESTRIAN w "� # 4 (TYP.) (ryP) 2 # 4 (TYP.) CONDUCTOR PUSHBUTTON POST m ANCHOR COUPLING (rYP.) 1 8" SUPPLEMENTAL GROUNDING CONDUCTORIt EQUIPMENT GROUNDING CONDUCTOR BRACKET ADAPTER rD "'1 p �% ,rQy A 9 A ANCHOR COUPLING FLINT 1Q,. �eOF WASH7,�'8n V r3` _ �o �' 5 - 2 �' ti ® U to TOP OF CURB SHIM (TYP.) - +�" il; 112'CLR. TOP OF SIDEWALK SQUARE CURB FOUNDATION PLAN VIEW FLINT 1Q,eOF WASy79n V r3` _ �o �' y ,r `� - 'y ® ;p ( �` 1 HAND HOLE (SEE NOTE B) 00 GROUNDING CONNECTION- IOSEp GROUNDING CONNECTION F SEE DETAIL DETAIL .�®4�OF WAa'H7,� 9 A EQUIPMENT GROUNDING CONDUCTOR .�1 �+ �%' BRACKET (TYP,) 6 (TYP.) z _ (TYP.) 1" (IN) DIAMETER G z SUPPLEMENTAL GROUNDING CONDUCTOR „'L. _ ELECTRICAL CONDUIT _ � (SE NOTE 8) -a COUPLING BOLT (TYP-) BRACKET 9 O� ,p 4eezt O �V BpI .•I�" REINFORCING STEEL BENDING DIAGRAM 9 O� ,P 488zt O 114" (IN) WEEP TOP OF to < TOP OF O� 9 39e2D 1,0 Bpr (TYP.) STFRF c1,1,J, �G1 I• ;; I, PREMOLDED Egs HOLE SIDEWALK g FOUNDATION gTEF v TONAL B I' I JOINT FILLER DIMENSIONS ARE OUT TO OUT SEE STD. SPEC. SECTN. 9.07.1(2) FOR BENDING DIAMETERS SQUARE TONAL F'\• LOCK NIPPLE TONAL �' N� TOP OF Jun 20, 2024 I j ; 135• HOOK SECTION AO Jun 20, 2024 T I, m7,T a �4ebc1-2 ]un 2620144:26 PM SHIM (TYP.) FOUNDATION ANCHOR FERRULE PEDESTRIAN PUSHBUTTON , 4---:Ir-��� z #a(TYP.> „ 10 (T"/P) 1�_6„ PEDESTRIAN PUSHBUTTON OFFSET SLIPFITTER^ PREMOLDED OFFSET TO FRONT JOINT FILLER PEDESTRIAN SIGNAL L AN AN COUPLING (TYP.) TSHIMWO P (TYP.) - NO MORE THAN TWO PER COUPLING (PPB)POST (PPB POST 6 #4 #4 PPB) POST OF POLE I I III I , STANDARD (TYPE PS) ANCHOR AN FOUNDATION [3 AN FOUNDATION SUPPLEMENTAL GROUNDING DETAILS FERRULE (TYP.)(TYP STANDARD PLAN J-20.15-04 STANDARD PLAN J-20.15-04 CONCRETE FOUNDATION ;I; CONDUCTOR (SEE NOTE 8) I STANDARD PLAN J-20.16-02 CONDUIT COUPLING - INSTALL 1 -1 (SEE NOTE 1) FLUSH WITH TOP OF FOUNDATION SHEET 1 OF 2 SHEETS VON) DIAMETER SHEET 2 OF 2 SHEETS SHEET 1 OF 1 SHEET 1" (IN) DIAM. ELECTRICAL (DO NOT GLUE PVC STUB -OUT) APPROVED FOR PUBLICATION ELECTRICAL I APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION CONDUIT EXPLODED VIEW �(1 Jun 21" 2024 CONDUIT /fir Jun 21" 2024 TYPE ID MOUNT o.kou"n, P9:r" m"3e 2o143a2 PM DETAIL BREAKAWAY BASE CONNECTOR SEE NOTE 7) srnreDEeDHENCNEER CURB FOUNDATION DETAIL sTnreDESICHENCNEER hingmn VIEW A O PEDESTRIAN SIGNAL STANDARD sra,Eo�lcr4encwrfR OA T� we,Nngr,n s,r. D.p, m.nr.rT anep.la6.n �/� ELEVATION VIEW W, SW, D,p. m anr.r T,an H,Ii. -ems (FIXED BASE SHOWN) 7 WashlnIPon S1ala DaporlmaM of Tnnsposlalian PERSPECTIVE VIEW TYPE D MOUNTING DETAIL �� -11 D_ 0 a U CO Z w z Z z z 0 0 0 a I U 2 U U_ J 3 w z 0 0 N transpogroup I WHAT TRANSPORTATION CAN BE. w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665I w KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 U_ 52038 1 1 ADDRESSING CITY COMMENTS m REVISION * T-432411 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING cbarnes 03/11 /2025 B yqi 03/18/2025 _ U 17 NH 01 /27/25 CAC SURVEYED: SCALE: DATE: ZLN VERTICAL: NAVD 1988 • DESIGNED: C NEW LIFE CHURCH / / 2025 W FIELDBOOK: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01 01 27 NH RENTON 15711 152ND AVE SE J DRAWN: PAGE: NH • DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. TRAIC C C SIGNAL D ETALS TS D C 1 w CAC IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 33 70 1 Z SW1/4OFS237T23N, R 5 E N co I O rr 2 U rr 2 U UJ J W Z ACCESSIBI PEDESTRO PUSHBUTT( (APB) ASSEMBI KEY INSUUNER SLEEVE WIRE ROUTING PERSPECTIVE VIEW 1 FACE PLATE 2 1/4-20 x 3/8" LONG STAINLESS STEE S 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT WI M AND LOCK WASHER © PUSHBUTTON STATION 7 DRILL AND TAP SHAFT FOR 1/4" DIAM. BOLT 8 DRILL AND TAP SHAFT FOR 5/8' WIRE GUIDE HOLE -ADD INSUUNER 112 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 112" (IN) S. S. FLAT WASHER O 1 3/8" (IN) DOM. HOLE BOLT PLATE CHANNEL - k SEE DETAIL (TYP.) 3/16 2"(IN)-1/4"(IN)-3GAGE STEELSPACER o \ Waeh For VONCIN DONTSTART ®� Fish Cmsphe n swma TIME REMANNG To Rnish Cm9Nn9 ® DONT CROSS PUSH BUTTON � TO Cfl0.SS F[§g—] 1TARra 1INO Waldl Far Ve11DDr DOJT START ®� RnYh Cmsdp nsD ma TINE R,MANNG TO Rift Msft ® DOhTT 01055 TO CROSS R10-3e (RIGHT) R10-3e (LEFT) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN SFAIIZ71M7117 '/' o Watch For F[E VshDW DINT START -1 PyI, FIRM rr=I 9 �u I n smrma TIME REMAINNG To FW$h 00$*V o ® DONT CROSS 0 PUSH BUTTON TO CflDSS 9. RI0-3e (MOD.) PEDESTRIAN PUSHBUTTON FRAME ADAPTER MBLY METAL POLE INSTALLATION PPB-M LID LIFTING NOTCH - 1/4" (IN) x 314" (IN) y18�• LID SUPPORT - L SHAPE SHOWN 318" (IN) STEEL COVER PLATE I 3E (IN) STEEL (I R STEEL (SEE NOTE 3) SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE 3/8"(IN)STEEL COVER LIP PLATE 3116 V 1 112 V 118 LID SUPPORT- -LSHAPE SHOWN 3/11 (SEE NOTE 3) HEX COUPLING NUT WWF WELDED LID BOLT DOWN TO LIP PLATE 1 5/8- (IN) SLOTTED S. S. ATTACHMENTTAB - CHANNEL WITH S. S. SEE DETAIL WELDED WIRE CHANNEL NUT AND SPRING HOOP (TYP.) DETAIL OF W2.9 (B GAGE) (SEE NOTE 10) ALTERNATIVE SHOWN PERSPECTIVE VIEW LIDSUPPORT- L SHAPE SHOWN (SEE NOTE 3) 3/16"3/163/8• 114"LID LIFTING NOTCH (IN) STEEL 1I2 -13 x 1U2S. S. PENTA COVER LIP PLATE HEAD BOLT AND 1/2" (IN) VA S. S. FLAT WASHER f 1B BOLTPLATECHANNELSEE DETAIL 3/16 11/2 WWF-TIED IN23 (SEE NOTE 6) V 1/8 4 " 1" (IN) (N) ANGLE 3/16 1 1/2 0' • LID SUPPORT— 3/18 L SHAPE SHOWN WWF TIED IN 2 PLACES 4 (SEE NOTE 3) TO EACH HEADED - 4 ANCHOR SHEAR STUD WWF 44-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) ATTACH SIGN TO ADAPTER - 1/4-20 - 318" STAINLESS STEEL SCREWS (TYP.) ATTACH ADAPTER TO PUSH- BUTTON STATION - 1/4" DIAM. COUNTERSUNK HOLE, W15- LONG FLAT HEAD SCREWS (TYP.) JOSEp� a ®QQ F OR WA811,, �byrr z YgYgi, �0 /PA, 39e20 � F� CT STBI" G\� 2AEE S7ONAL �u36�s Sd��l ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBUCATION Pasco Bakodch N 7/12(12 IM ISOMETRIGMEW Wxahi,gl— Shh Dxpvhnxrrl M Tmnporhlim (METAL POLE SHOWN) y' 1/4" LID LIFTING NOTCH 2" 212" 3/18" 7(IN)-114"(IN)-3 V 1 9' GAGE STEEL SPACER 3� 1l2 -13 x 1 12 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER _ SIB" (IN) x BOLT PLATE CHANNEL - PT 1- (IN) SEE DETAIL HORIZONTAL -------- SLOT e SLOTTED STEEL CHANNEL 3 (SEE NOTE 6) 5/8' (IN) x 1" (IN) 4 HORIZONTAL SLOT 4 3116 3/16 4 " HEX COUPLING NUT 1 S. S. 5116-NC x 7/8" (IN) WIT S. S. 5116-NC x 3/4' (IN) BOL SECTION O WEI" (IN) x 3" (IN) HEADED J LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. SM 6" (IN) ANCHOR SHEAR STUD - TAB - SEE DETAIL FLAT WASHERS WELDED TO LIP PLATE DETAIL E ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAE 112-13. 1 1/2 S. S. PENTA HEAD BOLT AND 112" (IN) S. S. FLAT WASHER (SEE NOTE 12) 1 318- (IN) DIAM. HOLE (IN). 314" (IN) ! LID LIFTING NOTCH - COVER BOLT PLATE CHANNEL - WN STEEL COVER PLATE I SEE DETAIL SHOWN SHOWN CUT AWAY FOR CLARITY g 2' 1 9/18'(IN) 2" DIAM. HOLE 1 1/2' y 2" 1, 3116 PLACES TO HEADED ANCHORSHEARSTUD"W WF 4x4-W2.9xW2.9 (SEE NOTEGO) 4BOLT DOWNHEX COUPLING NUTATTACHMENTTAB- 3B" (IN) x 3" (IN) S.S. 5I18-NC . 7/8" (IN) WITH SEE DETAIL EADED ANCHOR S. S. 5118-NC - 314" (IN) BOLT & THREE SHEAR STUD - WELDED TO EACH S. S. 5116- (IN) FLAT WASHERS LIPPLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2'(IN) x 3"(IN) x 114" (IN) ANGLE DETAILALTERNATIVE 2 SHOWN ll- 13 x 1112 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. 3/16" FLATWASHER1 1/8" (IN) x 2" (IN) 3f8" (IN) STEEL COVER LIP PLATVERTICAL 1 1/8" (IN) x 2- (IN) VERTICAL SLOT SLOT tTYPJ 3/16 3/16 1112 STEELANGLEk0 V) WWF-TIED IN2 4PLACES TO HEADED 4 VB" (IN) x 314" (IN) H ANCHOR SHEAR STUD 4 ANGLE1/4" (IN) STEEL PLATE WWF4x4-W2.9xW29 as IW(IN) S. S. PLATE r7 (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN N(SEE NOTE 10) (SEE NOTE 3) 3/8" (IN) x W(IN) NN HEADED ANCHOR SHEAR STUD- DETAILWELDED TO LIP PLATE ALTERNATIVE 3 SHOWN 3:ZZzz 0 U_Jwz 0 0 ! 518" (IN) x 3I18 112 -�-- - -'-- 7/16"(IN)x ! SLOT 3IA'(IN) _ LID SUPPORT -L SHAPE SLOT SHOWN (SEE NOTE 3) ` 9F16' (IN) EXPOSE LID BOLT DOWN C DIAM. HOLE 1 n n SUPPORT ANGLE TO ATTACH y ALTERNATIVE 2 LID BOLT DOWN 1/2' IN 2" (IN) z 3" (IN) x 31/pr ANGLE ATTACHMENT TAB ( ) S. S. HEX NUAll 4' (IN)ANGLELID BOLT DOWN SUPPORT 7116" (IN) x 314" (IN) SLOTBOLT PLATE CHANNEL ANGLE-2"(IN)x2"(IN)x i/2' IN' ( )SSHEX NUT () DETAIL FALTERNATIVE 2 SHOWNre (TYP.) �� JOSEJOp PERSPECTIVE VIEW `J QQ pT WAByI ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB CPO 112 -13 x 1 1!2 S. S. PENTA HEAD BOLT (SEE NOTE 12) E-' a "f AND 112• (IN) S. S. FLAT WASHER 3/8" (IN) STEEL COVER 0 118"(IN) x 3M' (IN) 'pF �B019TQ` \��� PLATE -SHOWN CUT 'p STEEL ANGLE 1/4•(IN) STEEL PLATE gJ, G AWAY FOR CLARITYTONAL E� e� 114" (IN) STEEL ..- uaacy, Tcd 3/16 1112 _ ._._° __._._ PLATE /'.. Apr 25 2016 9:33 AM LIDSUPPORT- ,,. '� 3. 118 •UL�/O�`CTYJ LID STANDARD m LSHAPESHOWN `a h.{ I.31�{ - DUTY JUNCTION BOX a (SEE NOTE 3) v TYPES 1 8 2 STANDARD PLAN J-40.10-04 3/4" (IN) 1/8 SHEET 2 OF 2 SHEETS RADIUS 1/8'([N) - 3/4" (IN) STEEL APPROVED FOR PUBUCATION 1/2• (IN) S. S. 1/6" IN 3/4" IN STEEL arpe0cer JeR ANGLE - RIGHT ANGLE ( ) x ( ) c SHOWN, MIRROR IMAGE HEX NUT ANGLE-MIRROGLE ea4/iestrer. l Apr 2s 20163:12 PM DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFTT ANGLE sTATED�K;ry ExcmEEXs ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB T Wxahinghn Shh DxpxMnxM OF Trvruppnallen PERSPECTIVE VIEW (SEE NOTE 12) -" transpogroup WHAT TRANSPORTATION CAN BE.Tr w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821-3665I M w KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 L, 5203S �NNL ' 0 O WOOD POLE INSTALLATION ALTERNATIVE 1 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) INSTALL FITTING WITH NYLON WASHER ON OUTSIDE OF HOUSING - SEAL WITH SILICONE AFTER UNIT IS FULLY ASSEMBLED KEY 1 FACE PLATE 2 1/4-20 x 3/6" LONG STAINLESS STEEL SCREW 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 LAG BOLT WITH WASHER 6 PUSHBUTTON STATION 7 CONDUIT DIAMETER+ 1/8" HOLE THRU POLE 8 CONDULET 9 314' CONDUIT 10 LIQUID-TITE FLEX CONDUIT 11 ONE PIECE TWO HOLE CLAMP 1 LAG BOLT 13 INSULNER SLEEVE 1 I ADDRESSING CITY COMMENTS REVISION PRE -DRILL (3) 114" WEEP HOLES IN BOTTOM RADIUS OF CONDUIT DRIP LOOP. REAM HOLES WITH DRILL BIT TO ELIMINATE BURRS ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY WOOD POLE INSTALLATION ALTERNATIVE 2 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) TEMPORARY TIMBER POLE WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON -TEMPORARY TIMBER POLE) 4� JOS-Pli �O ,9 39e20 Q �� It E,9FA .A 1001 TC1`� 2ASS 70NAL �134�e €ON ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBUCATION Pasco Bakodch N 7112112 _ srA3E DEsaX EXaiX wre Wmhingbn Shh Dxpllrhnnl of T—q-161m TAPER DIVIDER ENDS TO MATCH INSIDE - -- - - TAPER OF BOX a BOX INTERIOR LENGTH -1116" O511fi" (IN) x 1" (IN) S. S. (TYPO 1f4 y COUPLING NUT 5/16" (IN) x 1 1/7' (IN) S. S. O (TYP.) SET SCREW (TYP.) - s- - J 10 GAGE GALVANIZED 'm DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) O A LID SUPPORT (TYP.) C (SEE NOTE 3) GROUNDSTUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4' (IN) HEADED ANCHOR SHEAR STUD -3/8'(IN)-3"(IN)10 COUNT STUDS EVENLY d SPACEDAROUNDFRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) 1 318" (IN) DIAM. HOLE WITH 112 - 13 x 1 1/2 STAINLESS / STEEL PENTA HEAD BOLT J BOLT PLATE - SEE DETAIL 311�(TYP.) 311fi 3!4 TOP OF SOIL SURFACE OR FINISHED GRADE 4 PVC _ DUIT Z LID 000' I in HOOK 1 - SEE (TYP.) �G®G4O u NOTE 7 r I I C I , h ---------- J Q 1 1/4" GAP (TYP.) 4" FOR HOOK RELEASE (TVP,) LOCKING LID STANDARD DUTY JUNCTION BOX (CONDUITS NOT SHOWN) A GROUNDING STUD 1 112" MIN. (SEE NOTE 4) STEEL CO 33/ COVERER PUITE LID HOOK a „ i I --v (SEE NOTE 6) CRUSHED SURFACING (BASE l COURSE OR TOP COURSE) - PER STANDARD SPECIFICATION 943.9(3) ® GRS CONDUIT SECTION O NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 118" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3116" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. YP-) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (;). Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, LID SUPPORT (TYP.) see Standard Specification 9-29.2(4). WELDED WIRE TYP) 8. When required in the Contract, provide a 10" (in) x 271/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) ( 118 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. J w e m 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides amethod f retrofitting by using a mechanical pprocess in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved SHEAR STUD (TYR) 111 shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE NOTE 11) MIti shoulders shall be Heavy -Duty. WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the SECTION OD limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification B-20.3(6). PERSPECTIVE VIEW 3/8"STEEL g GROUND STUD (SEE NOTE 4) JOSE py COVEERR LIP PLATE Q Equipment Grounding � COUPUNG NUT FOR ALTERNATIVE 2 - Conductor SEE DETAIL "E" ALTERNATIVE 1 1l2 MIN. TOP OF PAVED SURFACE © Copper Solderiess yg' (IN) STEEL F LID S SHAPE PSHRT ONN P) TOP OF BASE Crimp Connector COVER LIP PLATE COURSE 3116" (T V (SEE NOTE 3) O Equipment Bonding Jumper (See Note 6) ° SHEAR) STUDI((TYPEADED ANCHOR 'P0 9F 39820 QO To C Q` ® See Contract for conduit WELDED WIRE �s ) STE 0\ size and number FABRIC (TYP.) s70NAL w o (WWF) 0440.9-W2.9 F w ". O 0 O m Z z 0 o a O � N 1 JUNCTION BOX DIMENSION TABLE Ir ITEM BOX TYPE TYPE TYPE A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17' 221/2' C INSIDE LENGTH OF JUNCTION BOX Is"- 19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13"-14' 17"-18' E LID LENGTH 17 518" 28 518' F LIDWIDTH 12 S/6" 181/8' CAPACITY- CONDUIT DIAMETER 6" 17' _ 2" �'• Z (6 GAGE) (SEE NOTE 10) WELDED WIRE HOOPr Dadcy, Tcd �.r Apr 25 2016 9:32 AM MIN.`.E) 3 (TYPW2 .).9(6GAG LOCKING LID STANDARD �= (SEE NOTE 10) DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION eQ3/LPMiGL, &# Apr 2820163:12 PM SECTION O STA ED 51GXEXGMEER TWxdiro— Shh D.Md—MorTran.p•rlali— (CONDUITS NOT SHOWN) co a J m L- co T-432412 IN COMPLIANCE WITH CITY OF RENTON STANDARDS TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING cbarnes 03/11 /2025 yqi 03/18/2025 U 2 NH 01 /27/25 CAC SURVEYED: SCALE: DATE: ZLN VERTICAL: NAVD 1988 • C NEW L I F E CHURCH / / W AS SHOWN HORIZONTAL: NAD 1983/1991 CITY 01 01 27 2025 DESIGNED: r-- FIELDBOOK: LL NH RENTON 15711 152ND AVE SE J DRAWN: PAGE: NH • ONE INCH DATUM DRAWING NO: C C CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 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