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HomeMy WebLinkAboutzT-4236setILLUMINATION, RRFB, PAVEMENT MARKING, AND SIGNING PLAN T O rr I— 0 U I E 73 U) a 0 Iv m i Q 0 i 0 I 0 E Z3 cn N I 0 I Io N 0 N 1-1 In 0 L Q) 0 0 i 00 0 I N N 0 N I C O 0 0 Iv Z3 m i In U .21 ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 FLASH/ PPB 5C POWER #6 EQUIP. GRND. PULL TAPE NO. EX. NEW EX. NEW EX. NEWI EX. NEW EX. NEW 1 EXISTING ** 2 2 1 2 EXISTING ** 2 1 3 2" SCH40 PVC *** 2 2 2 1 4 2" SCH40 PVC 1 2 1 2" SCH80 PVC 1 1 5 2" SCH80 PVC SPARE 1 6 2" SCH40 PVC 1 1 7 2" SCH40 PVC *** 2 1 8 2" SCH40 PVC 2 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. ** OTHER EXISTING CONDUIT AND CONDUCTORS MAY BE PRESENT. *** MATCH EXISTING CONDUIT SIZE, TYPE AND COUNT. OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS NORTHWEST QUADRANT DETAIL SCALE 1"=10' A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CONSTRUCTION NOTE CITY OF RENTON, KING COUNTY, WASHINGTON S: OPER CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 117.1, SHEET TS-03. FURNISH AND INSTALL NEW POLE AND LUMINAIRES ILLUMINATION POLE SCHEDULE, THIS SHEET, AND PER CITY OF RENTON STANDARD PLANS 117.1, 119, 120 & J013, SHEET TS-03. APPLY DECAL NUMBERING WITH CITY OF RENTON POLE ID PER THE ILLUMINATION POLE SCHEDULE, THIS SHEET, AND CITY OF RENTON STANDARD PLAN 121, SHEET TS-03. S 1 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20. 1 1, SHEET TS-05, AND SIGNAL POLE SCHEDULE, THIS SHEET. FURNISH AND INSTALL 15-FT TYPE FB SIGNAL POLE PER CITY OF RENTON STANDARD PLANS 141.1 & 141.2, SHEET TS-05, WITH TWO 36"X36" W1 1-2 SIGNS, ONE 30„ X 18„ W 16-7P R SIGN, ONE 30„ X 18„ W 16-7P L SIGN, TWO RRFB UNITS, ONE 12„ X 12„ R 1 1-501 SIGN, AND ONE APS SIGNAL STANDARD POLE SCHEDULE STD. O REFERENCE ROADWAY FIELD LOCATION TYPE BASE TYPE REMARKS STATION OFFSET LT RT Si SW 16TH ST 19+54.5 26.5' X FB FIXED FDN PER WSDOT J-20.1 1 S2 SW 16TH ST 19+53.5 24.0' X FB FIXED FDN PER WSDOT J-20.11 ILLUMINATION POLE SCHEDULE LUM. POLE ID MOUNT. ARM SERVICE/ WATTAGE INITIAL LUMINAIRE TYPE - POLE NO. NUMBER*** STREET STATION *OFFSET * LATITUDE ** LONGITUDE ** HEIGHT LENGTH VOLTAGE CIRCUIT /TYPE LUMENS DISTRIBUTION BASE COMMENT L1 SW 16TH ST 19+67.5 22.0' RT 35' 6' 240 EX LED 7�23W 20, 786 CYCLONE DOMIA CY55P 1 A—FGC—T3M—P 100-40K—MVOLT FIXED NEW FOUNDATION AND POLE 16.5' 4' LED 3,017 & CY55P1B-FGC-T3M-P10-40K-MVOLT PER RENTON STD PLAN 117.1. PEDESTRIAN PUSHBUTTON ON THE SIGNAL POLE. RRFB LIGHT BARS SHALL BE MODEL SC315-G, BY CARMANAH OR APPROVED EQUAL. SEE CROSSWALK RRFB POLE DETAILS, SHEET TS-02, FOR CONFIGURATION OF SIGNS AND BEACONS. NEW APS PEDESTRIAN PUSHBUTTON SHALL FACE EAST, PARALLEL TO CROSSWALK. S2 CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20. 1 1, SHEET TS-05, AND SIGNAL POLE SCHEDULE, THIS SHEET. FURNISH AND INSTALL 15-FT TYPE FB SIGNAL) POLE PER CITY OF RENTON STANDARD PLANS 141.1 & 141.2, SHEET TS-05, WITH TWO 36"X36" W1 1-2 SIGNUNITSAND ONE 'APS"PEDI(PEDESTRIAN PUSHBUTTONSIGN, ONE ON1THE SIGNA�(POLEI G RRFB L IGHTBUNITSBARS, CABINETS ONE 'AND"CONTROLLER SIGN, EQONE UIPMENTSHALL CONTROLLER BE MODEL SC315-G, BY CARMANAH OR APPROVED EQUAL. SEE CROSSWALK RRFB POLE DETAILS, SHEET TS-02, FOR CONFIGURATION OF SIGNS AND BEACONS. NEW APS PEDESTRIAN PUSHBUTTON SHALL FACE EAST, PARALLEL TO CROSSWALK. Oi FURNISH AND INSTALL NEW TYPE II JUNCTION BOX. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW JUNCTION BOX. SPLICE EXISTING ILLUMINATION CONDUCTORS WITH NEW ILLUMINATION CONDUCTORS IN NEW JUNCTION BOX WITH CITY APPROVED SPLICE KIT. O EXISTING JUNCTION BOX TO REMAIN. DISCONNECT EXISTING ILLUMINATION CONDUCTORS AND PULL BACK TO THE FIRST EXISTING JUNCTION BOX APPROXIMATELY 115 FEET WEST OF NEW STREETLIGHT POLE L 1. ONCE NEW TYPE 11 JUNCTION BOX IS INSTALLED PER CONSTRUCTION NOTE ONE ABOVE, PULL EXISTING ILLUMINATION CONDUCTORS THROUGH EXISTING CONDUIT AND NEW CONDUIT TO NEW TYPE ll JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO NEW ILLUMINATION CONDUCTORS IN NEW TYPE 11 JUNCTION BOX AND PULL THROUGH NEW AND EXISTING CONDUIT TO EXISTING JUNCTION BOX AND SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING ILLUMINATION CONDUCTORS IN * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. EXISTING JUNCTION BOX. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDED BY THE TRANSPORTATION MAINTENANCE MANAGER (425-430-7423) FOR INCORPORATION INTO AS -BUILT PLANS AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH O3 DISCONNECT EXISTING CONDUCTORS AND REMOVE EXISTING SERVICE CABINET. FURNISH AND INSTALL NEW SERVICE CABINET PER CITY OF CITY OF RENTON STANDARD PLAN 121. RENTON STANDARD PLAN 122.1, SHEET TS-04, AND CONNECT EXISTING CONDUCTORS AND NEW POWER CONDUCTORS FOR NEW RRFB TO CONTACTORS IN NEW SERVICE CABINET. EXISTING ROADWAY SCALE LUMINAIRE POLE TO REMAIN. PROTECT DURING CONSTRUCTION. MAPLE AVE SE STA 9+43.0 or.x 0 I 1 1 1 I1 �� 5 EXISTING SERVICE CABINET TO REMAIN. 0.0' RT TO 16.0' RT, STOP BAR x I I I 3 � 4, r 1 1 jx O �� W SITE MAPLE AVE SE STA 9+53.0 R1 �x 1 2 16.0' RT, CENTER CROSSWALK I 3 CL "l ---- 1 Q I a 1 E= — — "_ - -; — X - =x =_ X= AS8 S8 1 S5 1 S66 a I 3 S1 �v �w WI WV C " i+00 _ _ _ _ 16+00 _ I SW 16TH ST STA 19+57.0 = 1 I W( Tuc) I 16.0' LT, CENTER CROSSWALK WI W I \\"'� ate? co I i I i s SW 16TH ST F3 F4 I I I — SD SD SD — SD — SD SD SD SD SD SD SD I I I G S -Er SS - v T(UG) T(UG) T T(UG) MAPLE AVE SE STA 9+53.0 15.5' LT, CENTER CROSSWALK EX R/W ED UG) T(UG) T(UG) —O ____ _ uc) \T(U ) �- -�-------------------- -- ------------ —T(��� ----- T��G�------T(��� -- ------ V UG T(UG) = T(UG) T(UG) T —�(UG) T(UG) T(UG) 1 (UG) T( G)I I T(UG) N ( ) , � N C9 — — — — — — — — — — — — — — — 1 R 1 5 � " I s� — ss — ss ss — — SW 16TH ST v - - r - - - - - - 1 [D —SD�S 0 S —SD ,T,. D07SD SD —SD —SD —SD —SD — SD —SD— SD—L �$q�l&D—SD—SD—SD—SD—SD SD — SD — SD 19+00 V _ o L�UutV — — _ I TVIJ _ h� v N ir 4— — — — — / R 1 I S 16TH ST STA 19+57.0 c o N — — — — — — — — 1 W 16.0 _ RT, CENTER CROSSWALK I 2-------------------------- ------------------ W -- 11-a ------------------------------------ ------------ -------------------------------- I � I W Al I>. I 5 Q ZI 3 Z 1 ----------- A a d Si 4 S2 — — — — — — — EX R/W NEW SIGN NOTES S 1 INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 36 "X36" W 1 1-2 SIGN ON EXISTING LIGHT POLE PER CITY OF RENTON STANDARD PLAN 129, SHEET TS-04. S2 INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 36"X15" R16-9P SIGN ON EXISTING LIGHT POLE PER CITY OF RENTON STANDARD PLAN 129, SHEET TS-04. S3 INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 36"X36" W1 1-2 SIGN ON NEW POST PER CITY OF RENTON STANDARD PLAN 129, SHEET TS-04. INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 36"X15" R16-9P SIGN ON NEW POST PER CITY OF S4 RENTON STANDARD PLAN 129, SHEET TS-04. (S5)INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 36"X36" W1 1-2 SIGN ON NEW FB POLE PER CITY OF RENTON STANDARD PLAN 129, SHEET TS-04, AND WSDOT RRFB DETAIL IS-22, SHEET TS-05. S6 INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 30"X 18" W 16-7P(L) SIGN ON NEW FB POLE PER CITY OF RENTON STANDARD PLAN 129, SHEET TS-04, AND WSDOT RRFB DETAIL IS-22, SHEET TS-05. INSTALL ONE NEW FLUORESCENT YELLOW GREEN/BLACK 30"X18" W16-7P(R) SIGN ON NEW FB POLE PER S7 CITY OF RENTON STANDARD PLAN 129, SHEET TS-04, AND WSDOT RRFB DETAIL IS-22, SHEET TS-05. INSTALL ONE NEW BLACK/WHITE 12"X12" R1 1-501 SIGN ON NEW FB POLE PER CITY OF RENTON S8 STANDARD PLAN 129, SHEET TS-04, AND WSDOT RRFB DETAIL IS-22, SHEET TS-05. RELOCATED SIGN NOTE R1 RELOCATE EXISTING STOP SIGN TO NEW LOCATION. PAVEMENT MARKING CONSTRUCTION NOTES O1 INSTALL 10' WHITE THERMAL PLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN 127, SHEET TS-04. O2 INSTALL 16" THERMOPLASTIC STOP LINE PER CITY OF RENTON STANDARD PLAN 128. PAVEMENT MARKING CONSTRUCTION NOTE R1 REMOVE EXISTING STRIPING FROM SW 16TH ST STA 19+52.0 TO STA 19+62.0, OR AS NECESSARY TO ACCOMMODATE NEW CROSSWALK. ------ ------------------------ � a S5 S5 S6 S7 S8 S8 SIGN LEGEND (AFFECTED SIGNS ONLY) • AHEAD NEW NEW W 16-9P FLUORESCENT YELLOW NEW GEE /BP LCK FLUORESCENT YELLOW (��) GREEN/BLACK W11-2 30"x18 30"X18" FLUORESCENT YELLOW GREEN fBLACK S6 S2 S4 36 x36 S1 S3 S5 n�R NEW FLUORESCENT YELLOW NEW GREEN/BLACK RELOCATE W 16 - 7P(R) R 1-1 R 1 1-501 30 "x 18" RED/WHITE BLACK/WHITE 30"x30" 12"x 12" S7 S8 R1 "06 REVISION I AL1 5 a S2 4 I 1 8 Ia F1 F2 2 II a 1 7 3 Ia SOUTHWEST QUADRANT DETAIL SCALE 1 "=10' SURVEYED: BCE DESIGNED: LAB/DVB/TDR DRAWN: LAB/DVB/TDR CHECKED: TDR/GRL BY DATE AP P R APPROVED: EMS SIGNAL DISPLAYS 0 0 RECTANGULAR RAPID FLASHING BEACON NEW: F 1, F2, F3, F4 10 �C� 4 2 00 ° 00 � N o O EX R/W O Lu ILLUMINATION LEGEND EX NEW DESCRIPTION UTILITY POLE LUMINAIRE POLE O SIGNAL POLE TYPE FB H POLE MOUNTED SIGN © POLE MOUNTED CONTROLLER CABINET LUMINAIRE MOUNTED SIGN E SIGN ® ® SERVICE CABINET O CONSTRUCTION NOTE O POLE NUMBER O SIGNING CONSTRUCTION NOTE O PAVEMENT MARKING CONSTRUCTION NOTE SCALE: VERTICAL: • CITY O R 1 "=20' HORIZONTAL: NAD AD 1983/83/1991 RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY U Q Z � � Q — E o O UCo �GMo . � Q, 0 LO p Q 62 o >o � � N ) C4 Lu o m a ro 0O � o o 0 �R U IL U o - o 10 40 p o N 0 20 60 Q GO SCALE IN FEET N ~o T-423601 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 TRANSPORTATION OPERATION Scott Warlick 4/7/2023 cbarnes 04/20/2023 RRFB, ILLUMINATION, & PAVEMENT MARKING PLAN FloDATE:e 1/202 BLUE ORIGIN RENTON --- PAGE: ROAD IMPROVEMENTS DRAWING NO: INTERSECTION OF MAPLE AVENUE S.W AND 22334 S.W. 16TH STREET, RENTON, WA, 98057 TS-01 SHEET: 1 OF-5 O O O N Q J H H N n�^ l� V J 0 N ALJ 00 O I N 04 N O Z m 0 7 M DETAILS a U i E 73 U) a 0 m / 0 Q U / o i a E Z3 V) C_ N i CD i N 0 N a> a 0 / 0 / Do C) N N CD N i 0 0 0 m / U) U .21 I U w< Q J RRFB & SIGN ATTACHMENT INFORMATION 1. RRFB UNITS AND ALL ASSOCIATED EQUIPMENTS SHALL BE MOUNTED PER COR STD PLANS 141.1 & 141.2 AND WSDOT DETAIL IS-22, SHEET TS-05. 0 L6 3" MAX 3" MAXI c POLE S1 POLE S2 • 3" MAX 3" MAX O C A CONTROLLER 0 CABINET ui J U x LO u� M OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS CROSSWALK RRFB POLE DETAILS A PORTION OF SECTION 1/47 OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RRFB F3 SIGN W 1 1-2 APPROX. 24" X 4" X 1.5" 36" X 36" SIGN W 1 1-2 36" X 36" SIGN W 16-7P(R) 30" X 18" SIGN W 1 1-501 12" X 12" TYPE FB SIGNAL POLE 6.5' RRFB F2 APPROX. 24" X 4" X 1.5" SIGN W 1 1-2 36" X 36" SIGN W 16-7P(R) 30" X 18" SIGN W 1 1-501 12" X 12" TYPE FB SIGNAL POLE PEDESTRIAN PUSHBUTTON 6.5' LOOKING EAST NOT TO SCALE *NOTE: • 3.5' MEASUREMENT IS FROM CENTER OF PUSHBUTTON TO ADJACENT PEDESTRIAN SURFACE. LOOKING WEST NOT TO SCALE RRFB F1 APPROX. 24" X 4" X 1.5" SIGN W 16-7P(L) 30" X 18 SIGN W 1 1-501 12" X 12" TYPE FB SIGNAL POLE 6.5' POLE S2 3" MAX F- 3" MAX CONTROLLER CABINET I 0 I L6 POLE S1 • SIGN W 1 1-2 36" X 36" -A RRFB F4 APPROX. 24" X 4" X 1.5" SIGN W 16-7P(L) 30" X 18 SIGN W 1 1-501 12" X 12" TYPE FB SIGNAL POLE PEDESTRIAN PUSHBUTTON PAVEMENT MARKING GENERAL NOTES 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS. 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION SYSTEMS TRAFFIC OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK. 6. ALL TRANSPORTATION FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 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) SEE CITY OF RENTON STANDARD PLAN 135, SHEET TS-04. 7. THERMAL PLASTIC SHALL CONTAIN 3M WET/DRY ELEMENTS. "If 6.5' rvj MAX F- 3" MAX �am%]� z US, US, U � O L 0 Sri REVISION ILLUMINATION WIRING DIAGRAM NOTE: SHOWN FOR REFERENCE j ONLY. Q OTHER STREET LIGHTS MAY BE W ON THIS CIRCUIT. -' CL Q � IN (j SW 16TH ST NOT TO SCALE N EX L1 EX W NEW SERVICE Q CABINET L o } Z J ILLUM A ILLUM 8 ILLUM C SPARE RRFB POWER 0"0"0"0"0"0"0"0 00000000000000 000000 0 0 0 0 0 00000°0°0°0°0°0 0°0°0°0°0000000 FACE OF CURB BACK OF CURB FB POLE NEW SERVICE BREAKER SCHEDULE CIRCUIT BREAKER CONTACTOR MAIN 2P-200 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUM C (SPARE) 2P-20 AMP 30 AMP RRFB 1 P-30 AMP --- RECEPTACLE 1 P-20 AMP --- S2 ORIENT BASE PLATE IN -LINE WITH CURB. BASE PLATE ALIGNED WITH EDGE OF LEVEL LANDING. BACK OF SIDEWALK INTERSECTION SW 16TH ST & MAPLE AVE SW SOUTHWEST CURB RAMP DETAIL - SCALE 1 " = 5' ORIENT BASE PLATE IN -LINE WITH CURB. BASE PLATE ALIGNED WITH CENTER OF LEVEL LANDING. CONCRETE APRON PER WSDOT STD. PLAN J-20. 1 1-03. TYPE FB SIGNAL POLE BACK OF SIDEWALK ti o° O°0 00 0 0 o00 °o°o°o°o 00 00 000 °0°0°0°0°0° 00 0 0 0 0 0 o°o°o°o°0°0°0°0°00 °0°0000000°0 0 °°°°°°°°°° 000°0 0 OF CURB BACK OF CURB E7E INTERSECTION SW 16TH ST & MAPLE AVE SW NORTHWEST CURB RAMP DETAIL - SCALE 1 " = 5' GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95°o MAXIMUM DRY DENSITY MODIFIED PROCTOR. 10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE EARLIEST POSSIBLE DATE. 11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. SURVEYED: BCE DESIGNED: LAB/DVB/TDR DRAWN: LAB/DVB/TDR CHECKED: TDR/GRL BY DATE AP P R APPROVED: EMS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM Alloabk CTY OF RENTON Planning/Building/Public Works Dept. N � 000 L } >Q) N Q� O ° O U O u! Z o Q- Eo ° .� p ,LO N � N �� Z.90 �L6 W 0 w o v C° o o U � tll O o a) Q � � N oV) o� O Co L t;�- Co �o 0 T-423602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING UILANSPORTATION OPERATION Scott Warlick 4/7/2023 cbarnes 04/20/2023 DATE: RRFB, ILLUMINATION, & PAVEMENT MARKING PLAN 03/31/202 BLUE ORIGIN RENTON FIELDBOOK:___ PAGE: _ _ ROAD IMPROVEMENTS DRAWING NO: INTERSECTION OF MAPLE AVENUE S.W AND 22334 S.W. 16TH STREET, RENTON, WA, 98057 TS-02 SHEET: 2 OF: 5 a� T 0 0 0 N N Q J • • H N N rr 0- N N O O N Al 0000 0 N N N O Z m 0 Aor-uSign Envelope ID.9MBUi}A8-03B5-4664-AE66-57i3FF15B1D7F N U CO D L0 I2 r7 N O N r7 M 0) E 3 c 0) En 0 U I E L 0 c O Q) m / Q U c o I 0 En N I to O I to N O N / rn a> v .21 / co 0 / rn DO O 1 N N O N I c0 a) 0 D_ O` m / U) 0 U .0 0 Y � PAINT sPT:00%fltD ALL LUMINAIRE, POLE. CAST ALUMINUM BASE PARTS. AND ANY ADDITIGNAL EDUIPWAI wDuI ED ON THE POLE SkALL BE FACTORY PRIMED AND PGWMR COATED M MATCH FINESH COLOR. ALL HANDING ANO AEI. OTHER MOUNTING HARDWARE Sr1Al�l 1IATGN Fti1511 R4LGH. FIST{ COLOR: Rkl g0 U "JET BLACK', 0 WPROWD EQUAL II W FAINT CHIP. &ZAAI LUMINAIRE E9.E NOTES 0 ROUNO TUYJLAR 5EC11ON (NO TAPER} I DOME STILE LED LUA OdRE (WATTAGE PER PLANS, TYPE 3 1ES 01SEMIBUTION, 4000K CCT, 12D-227V uMVMAL DRIVER 1750mA OR = LOWER), Wall FLAT CLASS LENS) BY CYCLOW (OR APPRUVED EQUAL) MVER 9IALL BE INTEGRAL TO THE FIXTURE. FOR UOUN11NC ARM DETAILS s SEE STO PLAN 10-3. HWINC PER STD PLAN 119. � LuMI, NAIRE ARM Vm I —I FOR STREET LIGHT STANDARD DECAL NUMEERdNG DETAIL REFER TO CITY OF RENTON STD PLAN 12I POLE SHAFT FABRICATED FROM 506.3-74 w AtulwNLM, HEAT TREATED TO T6 CONDITICI! AFMR W-WING, 10" O.D. x 12W WALL AT gr, BOTTOM OF POLE SHAFT, 9.375" O.D AT 2r up Mm T3un DF POLE, TAPERED BETgui LUMWAJ E CONHECTIDNS RWND POLE CAP ALUMRHUM 9Gi4U0 (8Y MANUFACTURER) DOME 5111E LED 11,16 ARL (WATTAGE PER PLANS, TYPE 3 IE5 LUMINAIRE ARM LEA16T1+ DISTROUTION, 4000k COT. 120-277V uNIvERSk DR14EA (746mA OR PER PLANS. 1(y MAX Lt14ER), *14 FLAT GLA% LENS) BY CICLQNE (OR APPROSED EQUAL} ORivER SHALL BE iN EGRAL TO THE F1XTUpC. FOR MI)uNT1NG NW DETAILS SEE SM PLAN 117.3. HIRING PER STD PLAN 119. (6) 1.38' OIA X 2- i CHG SLOTTED HOLES M7A 111,r DIA, 4' HEX ? HEAD CONNECTING C# rs AND NUSS AM SQL n� p DECORAThE SASE COVER PER DETAIL, 145 SHEET r x 8' REINFORC11y ALUMINUM HANDHCLE OPENING WITH 5jI5'-18 KOLE FORA GROUND CONNECTOR AND FLUSH FITTING CASs ALUTANUH ASIGIOR EASE. ALUIMKIA DOOR 1x/ 4ikMl INSTALL ANCHOR MI COVERS C (PRdwIDED BY POLE $ MANUFACTURER) r--HS' HCs1 SEIEwALK OR PLANTER STRIP ROADWAY CONCRETE PAD/SIDEWALK PER STD PLAN 120 IF SURFACE IS N01 LEVEL. INSTALL HDMT AT BASE OF POLE AND FD[JOATICH PER STRUCTURAL ANkY I5:X` BASE COVER, PRUME 11(2` IHA DRAIN TUBE THROJW URCU T POLE ELEVATION PUBLIC WORKS #.t DEPARTMENT yr BAK PLA E O T L& QL CLE POLE BASE PLATE DETA11. FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 11 T.'IA FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN 11T.1A1 1w 1 0, it Ir I 270' • 9ECORAINE ROADWAY L{MIINNFIES ARE NDUNTE0 AT 7 • DECORATIVE PEDESTRIAN LUMINAIRES ARE NOUNTED AT 19ff + HANDHOLES ARE MOUNTED AT IN DRIENTATTON LOCATION 9 W OCTAGONAL SPUT CASs IRCH BASE MV REMOVABLE ACCESS DOOR 4ECORATI4'E BASE COVER ARTERIAL STREET DECORATIVE LUMINAIRE POLE DETAILS STD. PLAN - 117.1 APPROVED: 7 j2 7IzOZ2 115 Alartln Pastucha [DATE DocuSign Envelope ]D: 9D9BODA8-0385-4664-AE66-57BFF1561D7F POKEY CABLE, #10 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK DISCONNECT 3 AMP TO LUMINAIRE IN LINE FUSE KITS S.E.C. OR EQUAL, TO RECEPTACLE ONE PER CURRENT CARRYING 120VAC RECEPTACLE WIRING, IF REFER TO WSDOT LOCKING CONDUCTOR. APPLIES TO LUMINAIRE APPLICABLE. WIRING SIZE PER LID STANDARD DUTY AND RECEPTACLE WIRING CONTRACT JUNCTION BOX TYPES 1 & TO LUMINAIRE 2 STANDARD PLAN J-40.10 GREEN INSULATED WIRE, SIZED SPLICE KITS CLEAR EPDXY SPLICE GROUND LUG TO MATCH THE LARGEST KITS ON ALL THRU WIRE RUNS CURRENT CARRYING CONDUCTOR. CONCRETE PAD OR TERMINATE AT LUMINAIRE SIDEWALK PER STD PLAN 120 GROUND LUG 24"(MIN)COVER #8 BARE C UFER GROUND, GROUND WIRE GROUND II II NON -INSULATED #4 AWG CLAMP I II STRANDED COPPER, II PROVIDE 3' MIN. SLACK. 1 -EQUIPMENT GROUND 2" PVC CONDUIT I II ROUTE FROM GROUNDING L� �J LUG TO FOUNDATION WIRE W/GREEN INSULATION REBAR. CONNECT TO FROM SERVICE CABINET, REBAR USING AN ACORN SEE NOTE 2, THIS SHEET CLAMP 5/8"x8' COPPER CLAD 2 - LIGHTING SYSTEM GROUND ROD CONCRETE FOUNDATION WIRES TO CONTACTOR (SIZED AS REQ'D.) 2 - 120VAC RECEPTACLE SYSTEM WIRES TO SERVICE CABINET, IF APPLICABLE (SIZED AS REQ'D.) NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE. IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE, SIZED TO MATCH THE LARGEST CURRENT CARRYING CONDUCTORS, SHALL BE RUN FROM THE FIXTURE TO THE POLE GROUND LUG. 5. ALL CONDUIT SHALL BE PVC SCHEDULE 80. �� Y O b� PUBLIC WORKS DEPARTMENT FN-�o LUMINAIRE ELECTRICAL WIRING SYSTEM ►y IM 1�;� 1I.1 \ai 1A �'� 9PPROVED: 7/27/2022 l Martin Pastucha DATE DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 9D960DA8-0385-4664-AE66-57BFF156ID7F MIN. LUMINAIRE POLE MIN. JUNCTION BOX CONCRETE PAD, PLAN VIEW BROOM FINISH - [O7Q0 • ~ 1 LUMINAIRE POLE JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE LUMINAIRE POLE CONCRETE PAD CONCRETE SIDEWALK PER STD PLAN 102 4' __rJUNCTION BOX -LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUTSIDE OF SIDEWALK 2. CONCRETE CLASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3. TOP OF LUMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4. LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5. LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES ONLY JUNCTION BOX ---LUMINAIRE CONCRETE FOUNDATION SIDE VIEW LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD-' ' 1'-0' JUNCTION BOX - PLAN NEW 4' CONCRETE PAD / JUNCTION BOX J SIDE VIEW INDMDUAL JUNCTION BOX PAD DETAIL LUMINAIRE CONCRETE STD. PLAN - 120 PUBLIC WORKS PAD/SIDEWALK AND APPROVED: DEPARTMENT JUNCTION BOX CONCRETE PAD MBft1iiPBs1iC18 7/27/2022 N i DATE DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1 561 D7F INSTALL DECAL NUMBERS/LETTERS VERTICALLY. DECAL NUMBERS/LETTERS, SEE NUMBERING EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN DRY WEATHER, 50- F OR ABOVE 1 2 3 4 C 5 s 6 z � z 0 NUMBERING EXAMPLE M PEDESTRIAN SCALE CURB DECAL TRAFFIC FLOW DECAL ORIENTATION FOR POLES SHOWN ON STD PLAN 116.1 LI—PEDESTRIAN SCALE CURB DECAL TRAFFIC FLOW PEDESTRIAN SCALE DECAL GO URB TRAFFIC FLOW DECAL ORIENTATION FOR POLES SHOWN ON STD PLAN 117.2 PEDESTRIAN SCALE CCURB DECAL 45 ROADWAY SCALE DECAL TRAFFIC FLOW DECAL ORIENTATION FOR POLES SHOWN ON STD PLAN 117.18117.1A 0.88" ROADWAY SCALE DECAL PEDESTRIAN SCALE DECAL DECAL NOTES: 1. DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, GOLD OR WHITE LEGEND ON BLACK BACKGROUND LUMINAIRE STANDARD DECAL NUMBERING SYSTEM STD. PLAN - 121 APPROVED: 7/27/2022 Martin Pastucha DATE DIAMETER = 7/8" 4- 7 /8" 1/4" LOAD LINE 1/4" FUSE I CUTTING RINGS FUSE KIT rnnvV Err, VVTt Z)V LIk_L SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON STANDARD PLANS NTH$ IST DATE7 04/04 ,. nwr NAM17, Ir11 _� CP PAGF' .I(11 3 10 N � LO ° oo N } � N Q� O m O U O LL! Z ° � o ° rn 0, p , W > ` -- > , O Z a)LO W.� 9� �N ' LJ� p C° E o o 0 �o U O U [ll O -5 0 O oa Q N o: �V) o� O 00 oLu H-O O T-423603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` TRANSPORTATION OPERATION Scott Warlick 4/7/2023 cbarnes 04/20/2023 SURVEYED: BCE SCALE: 1 "-20' VERTICAL: NAD 1963/1991 NAVD 1988 HORIZONTAL: /1 DATUM CITY 0 F , RENTON Planning/Building/Public Works De t. RRFB ILLUMINATION & PAVEMENT MARKING PLAN BLUE ORIGIN RENTON ROAD IMPROVEMENTS INTERSECTION OF MAPLE AVENUE S.W AND S.W. 16TH STREET, RENTON, WA, 98057 TS-03 DATE: 03/31/202 DESIGNED: FIELDBOOK: PAGE: ___ DRAWN: LAB/DVB/TDR ONE DRAWING NO: 22334 cHECKEDTDR GRLp / AT FULLSCALECH IF NOT ONE INCH SCALESCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEET: 3 OF: T O O O I N N Q J N 0- N 00 N O N N On 0) 00 0 I N N N O Z m 0 N T 0 rr 0 U L0 '2 N O N M r7 E a 0 3 c to 0 U I E L 0 c O Q) m U / c `o I 0 D to c N I O I PO N O N / a> v a� / C U) N / 00 O I N N O N I 0 c a� 0 I c O m / U .21 a_ DocuSign Envelope ID: F09FD439-BD22-4654-ABD3-E560AA1 F5959 ZO o co U cl)W ��OO co iV N I` F r N Z � z M T Q 00 a Q Lu ~ N Q 0 Z 0 ,. Z Q O �o cn M cn W N O W I j N "' O O_ ................. . o w F_ O z w} O()� 00 00 ui l-- w LLiw0H U� WZ(D > J=W W Z --Qtn coF- I-Z UwNQO OzOQ U Q WOW w I- 0 W F-z§�F �W00� W = J 0wW �c� mF- QO 00 c=i W�J0H JZ W 0w u) Y to Lu 3n m CDOQW 11ILL z zw2 0UZW > Q = W Il cr, Q�Lxz 0[L F `T LLi WWO� O Q (/) W2zz W(nl� _ w0 W Z a U W J w = 0_ U w W W> W = z Z —I0�W ~ > W Q Z Jco C) Q = W Y N _~ZQ �. o dam N ... WLu Z O O Z JF 0 wm J O¢U O U CD w �cY o� SERVICE CABINET T .PLAN - 122.1 ���� PUBLIC WORKS ��ppPR�,OV D: g 2021 14: p� DEPARTMENT MaEtll1aStUCT1�� F N T 8BB131FD98B449D... DATE DocuSign Envelope ID: 9D9BODA8-0385-4664-AE66-57BFF1561D7F CURB LANE LANE LANE CURB LANE 6' MIN. (TYP.) TIRE TRACKS CROSSWALK MARKINGS, (TYP•) SEE NOTE 1(TYP.) CONCRETE CURB $GUTTER (TYP.) LANE E LINE LINE WHITE CROSSWALK CENTERED CENTERED 8' MARKINGS (TYP.) IN IN (TYP.) LANE LANE 0 (TYP.) 0 z 0 N WHITE STOP BAR FOR HAWK SIGNAL AND RECTANGULAR RAPID FLASHING BEACONS (RRFB), SEE NOTE 3 PIANO STYLE CROSSWALK PLAN $ PROFILE VIEWS NOTES: 1. PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 128 FOR ALL OTHER LOCATIONS. 2. PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109. 3. 16' WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE PRESENT AT A MID -BLOCK CROSSING. OTHERWISE, NO STOP BARS SHALL BE INSTALLED. 4. TO MINIMIZE WEAR, CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE. \�Y o MID —BLOCK CROSSWALK AND STOP STD. PLAN- 127 APPROVED: . � . PUBLIC WORKS BAR PAVEMENT MARKINGS DEPARTMENT 7/27/2022 Martin Pastucha N(� aa,3,Fose�.90 DATE 31 5:4, DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON dAND- OR k N 11 ouNTINe ON murnwo MAIETAL POLE OR LUMINAIRE ' MIN- T OALVANIZED BOLT W11H GALVANIZED WASHERS. 2` SwArtf METAL POST o TOP OFN LOWER SOMAZO 4 TUBE) s F [n FINISH ZPUU_N_ 0= LINE r0 i NOTES I. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS TI•IAT ARE �N COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE SASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED 2- A 2- (11N) POST NTH A 2 1/4" (IN) PSST ANCHOR OR A 2 1/4" (IN) POST WITH A 2 1/2' (IN) P55T ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3. PERFORATED SQUARE SIEI`t POST 5HALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06. 4_ USE ONLY BASE CONNECTION MANUFACTURER SUPPLIEZ) HARDWARE 1HAT BEETS THE REQUIREMENTS OF WSDDI STANDARD SPECIFICATIONS 0-06 AND 9-28, EDGE OF TRAVELED ROADWAY 90 3ol FOR REF LECTORIT_ED S}GNS_ L4041NT FAVNG 3'(degree) OUTWARD IF SIGN IS 91A74IN 30 FEET OF ROADWAY SIGN rACE ORIENTATION r • r � � y • a 5'GN POST o r ' LOWER SIGN • 0 841 B" IH CORNS l r 05T SUPPORT 3/�IfY} fLA�i@t7� SFIOULbER COLT WITH NU 1 AND WASHERS - 2 REOUIRED (TYP1 BOLT STOP PosT TYPF SF-4 AiGN $UPPORT LOWED SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DIP CALV,, Ily- HEAVY-DUTY ANCHOR f A1. COMM EROAL CONCRETE IIOI111i9`IIIIN ON #IIILTAL POST SIGN MOUNTING ON SINGLE STD_ PLAN- 129 PUBUC WORKS APPROVED a : t DEPARTMENT�rIE'�'AL I='OS'I` (ADOPTED) 617— the REVISION SURVEYED: BCE DESIGNED: LAB/DVB/TDR DRAWN: LAB/DVB/TDR CHECKED: DR/GRL DATE APPR APPROVED: EMs DocuSign Enuat" ID: 5D3OaA1A-2041) 48ES-BB23-$A2$34$BS85E GENERAL NOTES- 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEE FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL HE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 1 ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS(LE, 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 ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER DATE DURING CONSTRUCTION SHALL BE RE —INSTALLED TO CURRENT STANDARDS. 6. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 7. 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. 8, WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL, NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION. 9. 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. TRANSPORTATION DOTES STD. PLAN - 135 #'r PUHLIC WORKS I. 11+ DEPARTMENT GO 4 EDAZ3/13/2019 1 4 _nll- 10 N � 00 D oo 0) Q� O O O LJ Z iD Q — E o O 0, p LO �IW W :> .90 9 O0 Z� : .� � > .. N WLL 0 N iv m � O O F_ � �o U � O U 0) i3 'j O C9% 0L � N � O N Q � p V) O N � O O T-423604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` TRANSPORTATION OPERATION Scott Warlick 4/7/2023 cbarnes 04/20/2023 w SCALE: _ RRFB ILLUMINATION & PAVEMENT MARKING PLAN DA03/31/202 1 "— 20 � HORIZONTAL: NAD D1963/1991 CITY 0 F BLUE ORIGIN RENTON FIELDBOOK:=== RENTON PAGE: • ROAD IMPROVEMENTS DRAWING NO: AT FULL VR I ONE NCALE CH I DATUM Planning/Building/Public Works Dept. INTERSECTION OF MAPLE AVENUE S.W AND 22334 IF NOT ONE INCH SCALE ACCORDINGLY S.W. 16TH STREET, RENTON, WA, 98057 TS-04 SHEEP: 4 OF: N 0- N O N N 0) co 0 I N N N O Z m 0 co N 1 T 't rr 6 0 U (n D LC) I2 I") N O N r7 r? N E a� a 3 C 0) 0 i U I E L -L O Q) Z3 m U c O I O E c N I r7 O I N O N / a) v > Q) c 0 00 O I N N O N old 0 o_ 0 D' 0 M / O U .2 0 a_ DETAILS OF BLUE ORIGIN RENTON ROAD IMPROVEMENTS A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON n Envelope ID; 9Q98QDA"385-4664-AE66-57BFF1561D7F WcuSign Envelope ID: 9D9B4bA5-0385-46B4-AE66-57BFF156ID7F POLE CAP- SEE NOTE 5 W11-2 PEDESTRIAN SIGN SHOWN. FOR SCHOOL CROSSWALKS USE 51.1 SCHOOL SIGN. SEE NOTE 4 RECTANGULAR RAPID F. FLASHING BEACON LIGHT BAR WITH PEDESTRIAN CON FFWTION LWT(S), SEE NOTE 1 W16.7p (LEFT OR RIGHT) JXMNWARD DIAGD'NAL ARROW PLAQUE, SEE NOTE 4 - POLE MOUNTED CONTROLLER CABINET, SEE NOTE 1 W11-50102'0Z)CROSS TRAFFIC MAY NOT STOP USE CA XOk WHEN CROSSING SIGN, SEE NOTE 4. MATCH PUSH BUTTON ORIENTATION PEDESTRIAN PUS14 BUTTON AND SIGN , ASSEMBLY, SEE NOTE 2 _ � SQUARE USE ASSEMBLY, SEE NOTE SEE NOTE 3 ELEVATION VIEW NOTES: 1. RECTAHGIILAR RAPID FLASH BEACON (RRF3) baff BARS, CABINETS, AND CONTROLLER EQUIPMENT SHALL BE MODEL.SC315�G, BY CARMANAH OR APPROVED EQUAL. SEE MANUFACTURERS INSTALLATION GUIDE FOR INSTALLATION DETAILS. 2, PEDESTR AN PUSH BUTTON LOCATION AND ORIENTATION WALL FOLLOWADA GUDELINES, BULLDOG PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY SHALL BE BY POLARA OR APPROVED EQUAL. PUSH BUTTONS SHALL BE BDSPAI4-Y, YELLOW CIRCULAR BODY. PUSH BUTTON FRAME SHALL BE PBF2C YELLOW HOUS4NG WITH R10-25 (9' x 12') SIGN. SEE MANUFACTURERS INSTALLATION GUIDE FOR INSTALLATION DETAJLS. 3. SEE STD PLANS 141Z 141.3, 6 141.5 FOR FOUNDATION DETAILS. FOUNDATIONS SML BE POURED AGAINST UNDISTUMED EARTH, SONOTUSES ARE PROHIBITED. ANCHOR B%T'S WAURE BY PELCO OR APPROVEI) EQUAL. ANCHOR BOLTS SHALL BE AP-10Vo-C, V, ANCHOR BOLT CAGE WITH HARDWARE, Y4'-10 x 18' BOLTS, 36' RFRkR-13' BOLT CIRCLE. AND GALVANIZED, 4. BACKGROUNDS FOR PEDESTRIAN RELATED WARNING SIGNS SW LL BE FLUORESCENT YELLDW-GREEN- SIGN SIZES SHALL BE PER THE MM4UAL ON UNIFORM TRAFFIC ODNiROL DEVICES (MUTCD}. 3. SEE EM PLAN 141A FOR BASE ASSEMBLY DETNLS, BASE ASSEMBLY, POLE, AND POLE; CAP SHALL BE BY PELCO OR APPROVED EQUAL POLE BASE SHALLSE PB-5334. 13-31-V x I"4' x 15' ALUMINUM SQUARE BASE AS5EMSLY, WMi ALUMINUM DOOR NO LOGO, 1 HEX BOLT, GROUNDING LUG,1Z' MINIMUM TO 14.5' kwlMUM BOLT CIRCLE AND PROCESS NO COLOR POLE SHALL BE PD-5102, 4' 6 NPT 5CHEDULE80, SPUN ALUMINUM. 14' LENGTH. AND PROCESS NO COLOR POLE CAP SWILL BE PB 544i ACORN TYPE, ALUMINUM. A-1 rt O. D. Ww" STAINLESS STEEL FASTENERS- U. AC POWERED RRFBS SHALL BE EQUIPPED POLE CAPS. SOLAR POWERED RRF85 SHALL OMIT POLE CAPS AND SHALL BE EQUIPPED WITH POSTTOP SOLAR PANEL SOLAR PANELS SHALL BE SIZED FOR LOCATION AND ORIENTED SOUTH. FOUNDATIONS FOR SOLAR POWERED RRFSS SHALL BE SIZED TO SUPPORT SOLAR PANEL 7, ALL POLES, INCLUDING POLES LOCATED IN THE MEDIAN, SHALL HE EQUIPPED WITH W11.2 (S1-1), Wl&7p WARNING SIGNS, AND LIGHT BARS ON BOTH SIDES OF THE FOLD DOUBLE SIDED. HOWEVER, ON ROADS WITH POLES LOCATED IN THE MEDIAN, POLES OUTSIDE OF THE MEDIAN ISLAND MAY BE EOUEPPFD WITH W11.2 (51.1 Wi$7p WARNING SIGNS. AND LIGHT BARS ON ONE SERE, SINGLE SIDED. RECTANGULAR RAPID FLASHING STD. PLAN- 141.1 PUBLIC WORKS BEACON (RRFB ) DETAILS APPROVED: * �{ DEPARTMENT -«�--rc 7/27/2022 1 Martin PastNcha _ DATE ELECTRICAL CONDUIT CENTER ANC ASMMBLYIh (NOT SHOWN SECTION # ,DT TO SCALE LOCKING COLLAR SEE PEDESTAL MOUNTING DETAJL ON STA PLAN 141.4 -_ ANCHOR BOLT 3t4" (IN} CHAEHFER UNPAVED SURFACE . +.r S. �1 i ..► ANCHOR ROD ASSEMBLY - SEE ANCHOR ROD TEMPLATE DETAIL ON 141Z FOR DRUE DIAM ANCHOR ROD TEMPLATE- (2) REQ'D PER ASSEMBLY Ill ANCHOR ROD PERNgULL nfTAD- (41 E SEMBLY 39' N) DIAM STEEL HEAVY HEX NOS- -ACORN TYPE ALUMINUM POLE CAP NOTES: TOP OF POLE 1. NUTS SHALL BE TIGHTENED TO 50 FT-LBS MARE TDRQUL 2. SUPPLEMENTAL GROUNDING CONDUCTOR SHALL BE NOW14SULATED #4AWG STRANDED COPPER AND SHALL BE CLAMPED TO VERTICAL REBAR WTFH A CONNECTOR SUITABLE FOR USE IN CONCRETE: PROVIDE T41' MIN SLACK ATTACH TO POLE GROUNDING STUD WITH A FULL CIRCLE CRIMP -ON CONNECTOR ICRIMPED WITH A MANUFACTURER RECOMMENDED CRIMPER). 9- .)UNCTION IDOK SERVING THE STANDARD SHALL PREFERABLY OF LOCATED T-17 (194Y MAX) FROM THE STANDARD, AND INSTALLED PER STANDARD DETAIL 120. 4, CONCRETE SWILL BE CUSS 4WW. 5. ANCHOR RODS: CONFORM TO ASTM F1554 GRADE 55. 6. NUTS: CONFORM TO ASTM &M GRADE DH. 7, SQUARE PLATE WASHERS: CONFORM TO ASTM A572 GRADE 50. 8. ANCHOR BOLTS. NUTS. AND WASHERS SHALL BE HOT DIPPED GALVANIZED PER AMIM F232E1. '+ 9. BOLT (NRCLFAIOLDE WER CO FLAT CIRCULAR WASHNFORM TO ASTM � A36 AND GALVANIZED PER ASTM M A123. % REBAR: CONFORM TO ASTM AM GiRADE 01 11. SEE FOUNDATION ARRANGEMENT DETAIL ON 141.5 FOR ADDITIONAL INFORMATION. 12- BOLT CIRCLE NOT SHOWN TO SCAlE- 13- DO NDT USE THIS DETAIL FOR 87U WHERE SOIL CONSISTS OF SOFT CLAY. PEAT OR ANY OTHER SOIL WHERE A SMALL DIAMETER REBAR (N5 OR SMALLER) OR METAL PROBE PENETRATES EASILY TO 6' OR 4' PIPE = MORE OF DEPTH WHEN THE FULL WRGHT OF A PERSON IS APPLIED. PROVIDE A CUSTOM FOUNDATION SEALED BY WASHINGTON STATE UCENSED CIVIL OR STRUCTURAL ENGINEER. 14. MAX COMBWED WIND AREA OF SIGNS, SOLAR PANEL. AND EEACONS SHALL NOT EXCEED 16 SQUARE FEET PER POLE. (1 j 14 (3) REQ'D �- PAVED SURFACE (4) RECM PER ANCHOR ROD j I _ TYP x�' 'l FLAT WASHERS- RUILINU (4) REQU PER ANCHOR ROD E NOTE 9 ELEVATION ROUND CONCRETE FOUNDATION DETNL PUBLIC WORKS } DEPARTMENT (SEE 141 Z FOR SQUARE FOUNDATION OPi1ON) RECTANGULAR RAPID FLASHING BEACON (RRFB) DETAILS REVISION STD. PLAN- 141.2 AP-PUOVED: /27/2022 I Marlin Paswcha DATE 5:44 J J W 0 J z Df LL 6" (IN) DIAMETER HOLLOW IN �� • OF GROUT zCENTER m 4 • o00 a o O#4 • 0 21/2' CLR. 2--0-- SQUARE Le - PLAN VIEW y" FOUNDATION DETAILS 1" (IN) DIAMETER �~~� HOLE (TYP.) TYPE PS OR TYPE 1 SIGNAL POLE rn 9" (IN) DIAMETER 1/8 BOLT CIRCLE 3/16 ©#4 (TYP.) 05 #4 REINFORCING STEEL QUANTITIES LIST MARK 5 QTY. 3 2 3 7 3/4" (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6" (IN) BASE PLATE DETAIL 1" (IN) DIAMETER 1/4" (IN) STEEL PLATE HOLE (TYP.) 1 1/2"' 1 1/2" 9" (IN) DIAMETER -- BOLT CIRCLE ANCHOR BOLT TEMPLATE SEE STD. SPEC. 9.07.1(2) FOR BENDING DIAMETER 135° I I HOOK (TYP.) 135' HOOK #4 O (TYP.) #4 2'-7" 3'_2" 05 #4 © #4 DIMENSIONS ARE OUT TO OUT SURVEYED: BCE DESIGNED: LAB/DVB/TDR DRAWN: LAB/DVB/TDR CHECKED: TDR/GRL BY DATE APPR APPROVED: EMS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONNECTION - RJPERGROUNDING SEE STANDARD PLAN J-20.20 EQUIPMENT GROUNDING CONDUCTOR SUPPLEMENTAL GROUNDING BASE PLATE ASSEMBLY - CONDUCTOR (SEE NOTE 5) 3/4" (IN) DIAMETER STEEL HEAVY HEX NUT, 3/4" (IN) STEEL BASE PLATE - SEE DETAIL ! WITH FLAT WASHER, TWO EACH REQ'D y ANCHOR BOLT - MINIMUM OF GROUT PAD - INSTALL AFTER TWO THREADS ABOVE TOP OF NUT PLUMBING STANDARD OR 5/8" (IN) MAXIMUM (TYP.) i 3/8" (IN) I.D. DRAIN TUBE LEVELING NUT (TYP.) G IN GROUT PAD Q # 4 2" (IN) LONG PVC STUBOUT 3/4" (IN) CHAMFER (TYP.) 1 r FINISHED GRADE 1" TO 2" TOP OF FOUNDATION - FLUSH WITH SIDEWALK ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY TYPE PS OR TYPE 1 SIGNAL POLE (TYPE 1 SHOWN) HAND HOLE tO ®#4 PREMOLDED M JOINT FILLER U (V I D TOP OF SIDEWALK 6" (IN) DIAM. HOLLOW IN CENTER OF li; 2 1/2" CLR. GROUT PAD ti-I- _ PREMOLDED ���-r--���1------ JOINT FILLER SUPPLEMENTAL GROUNDING f III CONDUCTOR CLAMP #4 (SEE NOTE 5) I III ©#4 I!I �I III ANCHOR BOLT o i ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER SECTION O M KEY NOTE OINSTALLCONDUIT COUPLING - TOP OF FOUNDATION. (DO NOT GLUE PVC TU OUT) TOP OF CURB J-` - r TOP OF M DI ELECTRICAL CONDUIT - SEE CONTRACT FOR DIAMETER ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REQUIRED 3/4" (IN) • 36" (IN) FULL THREAD ANCHOR BOLT - FOUR REQUIRED 3/4" (IN) DIAM. STEEL HEAVY HEX NUTS - FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT _ FOUNDATION at D � ID qi I 33 #4 o D ;0 -L_.. .. Io -.- 2 1/2" CLR. (TyP.) N U 2'-0" PERSPECTIVE VIEW SQUARE ELEVATION FOUNDATION DETAIL TYPE 1 SIGNAL STANDARD DETAILS 10 N Q!, O oo LO } > Q Q� Oro O p LLE Z o o 0 .� t0, 0LLO Q� > O0 � �N Lu 0 N } O m � O O co U O U O ES O 'j O - N C9% 0 O N Q � � cn O GD O N � O O T-423605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VLIN7° OR WAsy� rl�J �® y 48821 �F FBI STERN sslONAL ECG Jacksm FIin1 �v Ju12926192s:I'M ACCESSIBLE PEDESTRIAN PUSHBUTTON WITH CURB BASE STANDARD PLAN J-20.11-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Roark, Slew Jul 31 2019 12:14 PM STATE DESIGN ENGINEER Washington State Department of Transportation DEVELOPMENT ENGINEERING -F TRANSPORTATION OPERATION Scott Warlick 4/7/2023 cbarnes 04/20/2023 RRFB1 ILLUMINATION, & PAVEMENT MARKING PLAN DA03/31/202 VERTICAL: NAVD 1988 • CITY OF HORIZONTAL: NAD 1983/1991 1;%R] RENTON BLUE ORIGIN RENTON PAGE:OOK:=== PAGE: • ROAD IMPROVEMENTS DRAWING NO: DATUM Planning/Building/Public works Dept. INTERSECTION OF MAPLE AVENUE SM AND 22334 S.W. 16TH STREET, RENTON, WA, 98057 TS-05 SHEET: 5 OF: 5 O� T O O O N Q J N 0- O 00 0 I N N N O �Z W 0 cy) N T It EX R/W I I I I I I SITE SW 16TH ST 19+00 EX R/W EXISTING ROADWAY SCALE LUMINAIRE POLE MOUNTING HEIGHT: 39-FT EX ARM LENGTH: 8-FT EX LAMP: 105W LED EX INITIAL LUMENS: 10,619 EX FIXTURE: AEL ATB2 EX DISTRIBUTION: TYPE III EX LLF: 0.85 I� 3 1 at W ---- 6 5. � - 5 9 1.2 1.8 0.8 0.7 7 1.2 i.z i.1 1.0 b. .s b. I I ^ a ' IJ vd I Icl- I I I .5 1.5 1.9 1.9 1.9 1. .2 1. 1.0 9 0. �.8 1.7 1.7 1.7 1. �.6 1.4 3 1. 1.1 9 2 2.2 2.1 0 2.0 1. �.9 .7 .6 1.4 .3 1.1 1.0 0.9 0.7 ���� 2.2 2. 2.0 .9 1. 1.5 1. 1.2 1.1 �.9 0.8 2.6 2.? 2. 7 2.6 2.6 2.5 2. 2.3 2. 1.8 .6 1.9 1.3 1.1 0.9 0.8 - i..9 2.8 2.7 2.7 2.6 2.5 2 9 2.6 � 1.6 � - - - - - - - .6 � 1.2 � .9 0.8 21+�� - 1b 2.1 .8 1 . 9 . 6 . 9 .2 1 0. 9 . 7 0. 6 3 2 2_9 2.6 2 3 2.2 2_1 2.0 1_8 .¢_1,3A. L4 �_8_0_.7�_( IIS-------------------------------------' m I� I�:Z�ll�l•9�1 ��:Z�I U]� %\'L►Y�1►��1 �IJ��►IJ I1:7�lil ��l MOUNTING HEIGHT: 35-FT NEW ARM LENGTH: 8-FT NEW LAMP: 196W LED NEW INITIAL LUMENS: 30,019 NEW FIXTURE: AEL ATB2 NEW DISTRIBUTION: TYPE III NEW LLF: 0.85 N 0 30 HORIZONTAL SCALE IN FEET EX R/W 0 ----------------------- - ________________________ y EXISTING ROADWAY SCALE LUMINAIRE POLE MOUNTING HEIGHT: 39-FT EX EX R W- ARM LENGTH: 8-FT EX LAMP: 105W LED EX INITIAL LUMENS: 10,619 EX FIXTURE: AEL ATB2 EX DISTRIBUTION: TYPE III EX LLF: 0.85 CALCULATION SUMMARY TARGET ACTUAL DESIGN CRITERIA CALCULATION AREA MIN. AVG. MAX. MAINTAINED UNIFORMITY (FC) RATIO (AVG./MIN.) SW 16TH ST & 1.50 * 4.00:1 * MAPLE AVE SW - INT (MINOR ARTERIAL & LOCAL) 1.73 3.46:1 * LIGHT LEVELS PER CITY OF RENTON MUNICIPAL CODE FOR MINOR ARTERIAL INTERSECTION. T-423606