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HomeMy WebLinkAboutR-421238z n J J rn N cn 0 CL / 0 U / •L LJ J L i 0 I ry O O Cn r-� N N G.i / Z H g' i 17 z GENERAL NOTES AS-BUILTS ILLUMINATION PLAN Z 1. ALL WORK SHALL BE IN ACCORDANCE WITH RENTON STANDARD SPECIFICATIONS, z RENTON STANDARD PLANS, AND THE CONTRACT, UNLESS OTHERWISE NOTED. A OF z COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. z VAUGHN TRUST PROPERTY z 2. A COPY OF THE APPROVED PLAN SHALL BE ON SITE DURING CONSTRUCTION. Q A PORTION OF SECTION 05 TOWNSHIP 23 N. RANGE 05 E. W.M. Q 3. ALL PERMITS REQUIRED FOR WORK WITHIN THE PUBLIC RIGHT OF WAY MUST I Q BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. N CITY OF RENTON, KING COUNTY, WASHINGTON 4. THE LOCATION OF EXISTING FEATURES AND UTILITIES SHOWN WITHIN THESE PLANS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR 10 40 PRIOR TO COMMENCING LIGHTING WORK. NOT ALL EXISTING FEATURES AND SERVICE CABINET BREAKER SCHEDULE* SERVICE & VOLTAGE LOAD (WATTS) MAIN BREAKER BRANCH BREAKER CONTACTOR SIZE CIRCUITS SIZE (AMPS) SIZE (AMPS) (AMPS) SERVICE 120 / 240 706 200 N/A N/A A - ILLUM. ROAD A 240 280 N/A 20 30 B - ILLUM. ABERDEEN 240 426 N/A 20 30 UTILITIES MAY BE SHOWN. 0 20 60 *ALL BUSS WORK SHALL BE RATED FOR 250 5. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT UTILITY AGENCIES 48 HOURS PRIOR TO COMMENCING WORK AND SHALL COORDINATE WITH ALL AFFECTED UTILITY c AGENCIES THROUGHOUT THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED I 1 �o UTILITY AGENCY IMMEDIATELY UPON DAMAGE AND SHALL BE RESPONSIBLE FOR 3 REPLACING DAMAGED EQUIPMENT TO THE SATISFACTION OF THE AFFECTED I I ' \N UTILITY AGENCY. 6. THE LOCATIONS OF PROPOSED CONDUITS AND JUNCTION BOXES SHOWN IN THESE PLANS ARE GRAPHICAL REPRESENTATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS WITH THE ENGINEER PRIOR TO 3 INSTALLATION. 7 'I - III I �I w7. THE CONTRACTOR SHALL FIELD VERIFY FINAL LOCATIONS OF ALL PROPOSED FOUNDATIONS WITH THE ENGINEER PRIOR TO EXCAVATION. 3 3II rr 8. PROPOSED JUNCTION BOXES LOCATED WITHIN SIDEWALKS AND CURB RAMPS o I` n5 SHALL BE EQUIPPED WITH SLIP -RESISTANT LIDS. ------ a i •, •; II Q. . z AW )I� 9. TYPE 1 AND TYPE 2 BOXES SHALL BE INSTALLED PER WSDOT STANDARD PLAN D 10. THE CONTRACTOR SHALL LABEL ALL CONDUCTORS FOR STREET LIGHTS WITHIN 3 Q EACH JUNCTION BOX. II L MINAIRE POLE SCHEDULE LUMINAIRE RENTON STATION POLE MOUNTING ARM ERVICE/CIRCUIT STATION LATITUDE LONGITUDE WATTAGE COMMENTS POLE NO. POLE NO.* REFERENCE OFFSET HEIGHT LENGTH NO. ❑i 5428A70 ROAD A 10+51.0 19.5FT LT N47.5051212 W122.1907474 14.OFT N/A 70W SRV. 1, CIRC. A PEDESTRIAN LUMINAIRE �2 5429A70 ROAD A 1 1 +20.2 18.OFT RT N47.5050199 W122.1904715 14.OFT N/A 70W SRV. 1, CIRC. A PEDESTRIAN LUMINAIRE �3 543OA70 ROAD A 1 1 +80.7 18.OFT LT N47.5051 198 W122.1902266 14.OFT N/A 70W SRV. 1 , CIRC. A PEDESTRIAN LUMINAIRE ❑4 5431 A70 < ROAD A 12+43.3 18.OFT RT N47.5050227 W122.1899737 14.OFT N/A 70W SRV. 1, CIRC. A PEDESTRIAN LUMINAIRE 5432C105 (STREET) 35.OFT 4FT 105W ARTERIAL LUMINAIRE 54331337 (PED) ABERDEEN AVE NE 28+74.9 19.5FT RT N47.5047318 W122.1908713 SRV. 1, CIRC. B 16.51FT 2FT 37W PEDESTRIAN LUMINAIRE 5434C105 (STREET) 35.OFT 4FT 105W ARTERIAL LUMINAIRE ❑6 5435B37 (PED) ABERDEEN AVE NE 29+65.6 20.4FT RT N47.5049714 W122.1908737 SRV. 1, CIRC. B 16.5FT 2FT 37W PEDESTRIAN LUMINAIRE 5436C105 (STREET) 35.OFT 4FT 105WJ ARTERIAL LUMINAIRE 5437B37 (PED) ABERDEEN AVE NE 30+96.0 19.50FT RT N47.5053305 W122.1908826 SRV. 1, CIRC. B 16.5FT 2FT 37W PEDESTRIAN LUMINAIRE 11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO I _� 6 1 *CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL, (425-430-7423) FOR POLE NUMBERS TO BE INCLUDED ON POLES. CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR I 2 SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR ;; W �•� 1 7 1 PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE I I 1 5 7 OF WORK IDENTIFIED ON THIS PLAN. AS THE FIRST ORDER OF BUSINESS, THE 3II _ ° `'. ` .�- 3 CONTRACTOR SHALL POTHOLE EACH LOCATION TO CONFIRM THAT THERE ARE I �I , ---P(U> NO CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR iP ' ' „ aG> P�G� W ;, '. i ° �' 0�.'�,. LEGEND SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED d ; BETWEEN OVERHEAD POWER LINES AND THE PROPOSED STREETLIGHT POLES 3 o a IW W ' ° '.° ' 'dmfl C'7 T O O T N a J PRIOR TO CONSTRUCTION. ADDITIONAL CLEARANCE MAY BE REQUIRED AS I I W W 4 d ° d ° d / O DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER ;� W W W W d° W W VFW W W ° d• d °tr ° aDESCRIPTION EXISTING PROPOSED IMMEDIATELY IF A CONFLICT IS DISCOVERED. W W O• O• W O W W W W W cw W O W W W W W W W J• d ° W W W O• Yc II 3 I II d I av ° W W W •L W W W W W W W Q° Q tr d, RIGHT-OF-WAY W W If i a N 12. LUMINAIRE WIRING SHALL BE PER THIS PLAN AND CITY OF RENTON STANDARD W PLAN 119. I W W CONDUIT SCR AID 13. STREET LIGHT POLES SHALL BE NUMBERED PER CITY OF RENTON STANDARD 304)v,CD I i� a o O ROAD I o CONSTRUCTION NOTE ® , s ��O - /� ti �� PLAN 121. COORDINATE WITH THE CITY OF RENTON FOR NUMBERING. I I LUMINAIRE POLE NOTE r p I II 3II ,y W W W 14. FUSING AND/OR SPLICING OF LUMINAIRE WIRING SHALL BE PER CITY OF 4 W a W W W W W W d' ° d WQ W W W W W W W W W W ° ° r WIRE NOTE # 4WD �0 52038 �G�sTER��Gti�k W W W W RENTON STANDARD PLAN J013. 6 II i x W W W d :° d' W W W W Q W O W W W 4 n^ W �.'Y W W O J• O• d and W ° W W W W .Y Oy S �,3 SIGNAL W a, A d W W W W W LUMINAIRE AND POLE® ��h0 15. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON I W WIW W ada• ° d + ° d ° 4' '' PEDESTRIAN LUMINAIRE AND POLE I LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I.E. II W IW W W JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). I W d W :;�? ,� `'1 - TYPE 1 JUNCTION BOX m LLJ W �¢ , W W 2 TYPE 2 JUNCTION BOX 0 16. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON 3 Wi W 0 7 2 LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. a W <CT 5 SERVICE CABINET COO C? 00 W _ 6 5 LO > III 3II 2 1 4 1 w00 17 ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT 1 Ln Ln CONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION QI I I 11 I I , � ' 5 5 1 /I• BOXES SHALL HAVE NON-SKID LIDS). u oW 7 z i If 3;; Wo W 18. LUMINAIRE FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. LW I CONSTRUCTION NOTE INSTALL CYCLONE PRESTIGE 70W FIXTURE(Z40-65W42LED4K-G2-AC-RLE3-240-SFZ4-FN 1-BKTX) ON 19. ALL ILLUMINATION SYSTEM ARE SUBJECT TO INSPECTION BY CITY OF RENTON 14FT POLE PER CITY OF RENTON STANDARD PLAN 116.1. TRANSPORTATION OPERATIONS MAINTENANCE DEPARTMENT PRIOR TO FINAL LL) ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER m 3 �? * W 0 O . 5 O COORDINATE WITH PUGET SOUND ENERGY (PSE) FOR CONNECTION TO ELECTRICAL SERVICE.Al TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. Q I 21 a "� �\ O INSTALL CYCLONE DOMIA CY55P1A 105W - 3II O (DMS55-029-108W48LED4K-G3-LE3F-UNV-DMG-BC-005-PH8-RCD7-BKTX) AT 35FT MOUNTING 20. LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD SHALL BE PER W HEIGHT WITH 4FT MAST ARM AND CYCLONE DOMIA MINI SY21 P1 37W THIS PLAN AND CITY OF RENTON STANDARD PLAN 120. 8 I =W • (DOS-032-35W32LED4K-T-LE3F-UNV-BC-005-PH9/RCD7-BKTX) AT 16.51FT MOUNTING HEIGHT WITH I 2 I 3II � !, 5 2FT MAST ARM ON POLE PER CITY OF RENTON STANDARD PLANS 117.1 AND 1 17.1 B. SEE GENERAL 21. SERVICE CABINET SHALL BE PER CITY OF RENTON STANDARD PLANS 122.1 0* O ' NOTE 23. AND 122.2. SERVICE CABINET FOUNDATION SHALL BE PER CITY OF RENTON I ,� 6 3 STANDARD PLANS 126.1 AND 126.2.( P(uG) 1' W 5 4 INSTALL CYCLONE DOMIA CY55P1A 105W WIRING SCHEDULE # NO. RACEWAY CONDUIT SIZE* CONDUCTOR COMMENTS 1 2" SCH40 2-#8 CIRC. A 2 2" SCH80 2-#8 CIRC. A 3 2" SCH40 4-#8 CIRC. B 4 2" SCH80 6-#8 CIRC. A AND B 2" SCH80 SPARE 5 2" SCH 40 6-#8 CIRC. A AND B Lu Qw m z 0 U z O N Lu It ~ o v'� 0 Ujrn oi zo a Q Lu z z Z_ w V� Q W = Q� ~ %. _ zz r M ry P(OH) �/-II-��-II-(DMS55-029-108W48LED4K-G3-LE3F-UNV-DMG-BC-005-PH8-RCD7-BKTX) AT 35FT MOUNTING04 22. CONTRACTOR SHALL CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC HEIGHT WITH 4FT MAST ARM AND CYCLONE DOMIA MINI SY21 P1 37W *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO CUTSHALL (425) 430-7423 FOR STREET LIGHTING INSPECTION PRIOR TO 3'I W ���..�I. • 1 1 (DOS-032-35W32LED4K-T-LE3F-UNV-BC-005-PH9/RCD7-BKTX) AT 16.51FT MOUNTING HEIGHT WITH THE LARGEST CONDUCTOR (MINIMUM N0. 8) UNLESS OTHERWISE NOTED. ENERGIZING. I I'�,��� ; J _ J 2FT MAST ARM ON POLE PER CITY OF RENTON STANDARD PLANS 1 17.1 AND 1 17.1 B. SEE GENERAL 7 3I �' W ' ---- -- ` E IN COMPLIANCE WITH CITY OF RENTON STANDARDS 23. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW BY THE ENGINEER, DESIGNS FOR I _ W� , / ' �I O INSTALL TYPE 1 JUNCTION BOX. THE LUMINAIRE POLE FOUNDATIONS THAT BEAR THE SEAL AND SIGNATURE OF A I G ; _ P(G G - T�(�e VALID LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER. THE CONTRACTOR 3I N P(uc Pc6G) G P(�c �� c _T I W oa T(uG3 P(uj G P(uG 6 INSTALL TYPE 2 JUNCTION BOX. SHALL BE RESPONSIBLE FOR ANY STRUCTURAL AND/OR GEOTECHNICAL II z_ ANALYSIS THAT MAY BE NEEDED TO DETERMINE THE NECESSARY FOUNDATION I 3I ��..,, _______T(U) T(UG) T� F 3� PING3)� T(u DEPTHS FOR THE ARTERIAL STREET DECORATIVE LUMINAIRE POLES AND THE I I. ".:.:"`; ; a ii-�����___!j( GZ_�I(vq(w TWO � O7 INSTALL LUMINAIRE CONCRETE PAD AND JUNCTION BOX CONCRETE PAD. NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLES, IN ACCORDANCE WITH 314 :: `. ` ' �� - �' .. _- CALL BEFORE YOU DIGS CITY OF RENTON STANDARD PLANS 117.1 AND 116.1. A GEOTECHNICAL :.W�� I a ® INSTALL SERVICE CABINET AND FOUNDATION AT STATION 28+74.3, OFFSET 22.1 FT RT, MEASURED TO N ENGINEER SHALL BE PRESENT AT THE TIME OF BORING OF THE FOUNDATION ir,':`;'' ;. , II a CENTER OF FOUNDATION. 1-800-424-5555 TO VERIFY SOIL CONDITIONS. ;: `::;`''.,,;.:,; z 0 SURVEYED: SCALE: DATE: _ Z BENCHMARK VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 C T Y 0 F A S BUILTS ILLUMINATION N PLAN 7/ 12/2023 � 00 DESIGNED: 1 I N = 2O FT FIELDBOOK: MRW R EN TON Q FOUND PUNCHMARK IN 2" BRASS FOUND PUNCHMARK IN 2" BRASS DISC IN DRAWN: VAUGHN PROPERTY PAGE: Os DRAWING NO: DOME IN MONUMENT IN CASE WITH MONUMENT IN CASE WITH "X" AT ONE INCH DATUM MAINVUE WA, LLC > W DATUM 'Y' 0.65' BELOW GRADE OBSERVED NE 16TH ST. 0.6' BELOW GRADE OBSERVED RECORD DRAWINGS MRW 7/12/23 CAC CHECKED:ONE AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH HORIZONTAL DATUM: VERTICAL DATUM: (NAD 83/1 1) (NAD 83/1 1)�APPROVED:SCALE ACCORDINGLY 1110 112TH AVE N E, SUITE 202 U NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 NO. REVISION BY DATE APPR CAC BELLEVUE, WA 98004 SHE OF oF:40 m