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HomeMy WebLinkAboutT-4230060 Cn N 1 1 O DocuSign Envelope ID: 9D9B0DA8-0385-4664-AE66-57BFF/561D7F INSTALL DECAL NUMBERS/LETTERS VERTICALLY DECAL NUMBERS/LETTERS, SEE NUMBERING EXAMPLE, THIS SHEET. SHALL BE INSTALLED IN DRY WEATHER. 50' F OR ABOVE 3 E? 4 C 5 i 6 C0 z 7 0 NUI�EItlNO E7iANltb � Tn NOUNiMO118WOl7AL 1-3/4- TO 2' �- PEDESTRIAN SCALE CURB DECAL TRAFFIC Fl_Dw OVAL 01MAYION FOR POU3 $11MM ON SM PLAN 1111.1 PEDESTRIAN SCALE DECAL Ci-PEDESTRIAN SCALE CURB DECAL GCURB 1RAIDC TRAFFIC ~FLOWW DWALOIICRAlION PORIO1N!lI "ONlfOR M1O2 TRAFFIC Flow DECAL ORIENTATION FOR POLES SHOIM ON STD PLAN 117.1 A 117AA NOAONA7�CAIJIOlCAL P®Ei1gANNCAl,E061 DECAL NOTES: 1, DECALS SHALL BE REFLECTORIZED, GOTHIC FONT, GOLD OR WHITE LEGEND ON BLACK BACKGROUND LUMINAIRE STANDARD DECAL PUBLIC WORKS NUMBERING SYSTEM i� DEPARTMENT APPROVED: 7/27/2022 1 Pa P ! Mardn stucha N S DATE SCALE CALE STD. PLAN - 121 Envelope ID: 9D9BODA8-03854664-AE66-57BFF1561D7F NOTES 1. WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK. CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WHERE TOP AND SIDEWALK ABUT. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION B-14,3 IN THE WSDOT STANDARD SPEaFTCATIONS. 2. PAD MOUNT DESIGN IS TYPICAL 3. PLACE A SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 4. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL 5. CONDUIT SIZES/OUANTITIES FOR CONTROLLER CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS. PLUS ONE 2' SPARE CAPPED OUT PAST THE FOUNDATION. 6- CONCRETE CLASS PER STD PLAN 135. ELECTRICAL SERV7CE/BBS CARNET --, 7 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SERVICE/HBS CONTROLLER CABINET SHIM TO PLUMB SHIM TO PLUMB SEE NOTE 3 SEE NOTE 3 4 HOOPS CABINET TO THE CONTROLLER CABINET. S. EACH CABINET SHALL HAVE A )V DIAMETER PLASTIC DRAIN PIPE. 9. LOCATE CONDUITS CENTRALLY WITHIN THE CABINETS. 10. WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. 11. WOODEN SHIMS SHALL NOT BE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN J-60.05, SHEET 3 11 CONDUIT SIZES/QUANTITIES FOR ELECTRICAL SERVICE CABINETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2- SPARE CAPPED OUT PAST THE FOUNDATION. SHIM TO PLUMB (EQUAL SPACES) SEE NOTE 3 .401 III 2- 1r 111 -_1J 11 6• MIN Jr Ld Li I' TO 2' J FRONT VIEW 3 - jV REINFORCING BAR (EQUAL SPACES) -, W �j-- 3/8- DIAMETER PLASTIC DRNN (ONE PER CABINET) SEE NOTE 5 / SEE NOTE 7 3/8' DIAMETER PLASTIC DRAIN SEE NOTE 13 iC E , Do= m; _= -�O: -= 31 I� 1'-0- NQRIZQNTAL_ COMBINED FOUNDATION A REINF. BAR DIAGRAM 6 PIECES k� REINFORCING BAR I (EQUAL SPACES) Icr PLAN VIEW COMBINED CONTROLLER/ELECTRICAL SERVIQE/BBS FOUNDATION ` CABINET FOUNDATION STD. PLAN - 126.2 PUBLIC WORKS DETAILS APPROVED: DEPARTMENT M Pastucha 7/27/2022 " DATE M a M Z LABEL THE STREET FACING SIDE OF THE CABINET WITH ADDRESS NUMBER (W/O STREET NAME) USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2" HIGH BLACK LETTERING ON WHITE BACKGROUND. ATTACH NAMEPLATE WITH ADHESIVE BASE MAIN CONTROL LTG GROUND FAULT RECEPT THE METER DOOR SHALL BE REMOVABLE. UNLESS SPECIFIED IN THE PLANS, THE METER DOOR HINGE SHALL BE LOCATED ON LEFT SIDE OF THE CABINET WIRING SCHEMATIC PHOTO CELL TEST SERV SWITCH VVIREV 120/24OV, SINGLE PHASE, 3 WIRE DIAMETER = 7/8" 4- 7/8" ILL UMINA TION PLAN OF C YPR US LANE SHORT PLAT A PORTION OF SECTION 11, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ELEVATION L 32" I O 40" SECTION 72" O FOOTPRINT O NOTES PER STANDARD PLAN 122-2 LOAD LINE 1/4" FUSE I CUTTING RINGS FUSE KIT VV I C 3r LII.0 SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF RENTON ._ STANDARD PLANS LST DATE:04/04 nwr. NAMF, .11111 CP PA(: REVISION DocuSign Envelope ID. F09FD439-BD22.4654-ABD3-E560AA1F5959 l'l)'V1NU�E� 1 M HEDULE O METERBASE: 200 AMP, 4 JAW, MANUAL BYPASS, B-LINE U264 W/ 51' JAW AT 9:00 POSITION O PANELBOARD: 120/240 VAC, 125 AMP COPPER BUS, I PHASE, 3 WIRE, 18 CKT, I OK AIC MAIN BREAKER: 200 AMP FRAME, 200 AMP TRIP, 2 POLE, EATON ED2200 BOLT -ON BRANCH BREAKERS, EATON TYPE BAB: 2 - 20/2 ILLUMINATION A. B 1 - 20/1 ITS 1 - 20/1 GROUND FAULT RECEPTACLE 1 -40/1 SIGNAL (IF PRESENT) I - 40/1 AUXILLIARY SIGNAL (IF PRESENT) 2 - 60/2 SMALL CELL BRANCH I - 1511 CONTROL 3 - 20/1 SPARE 3O CONTACTOR: NEMA LIGHTING RATED, 30 AMP 4 POLE, 120 VAC COIL, SQD 891ODPA34VO2 -1 REQUIRED 4O PHOTO ELECTRIC CELL: 1800 WATT, 120 VAC, TWIST LOCK, ALR #SST-TES-UL MOUNTED INSIDE CABINET BEHIND WIREGLASS WINDOW SO PHOTO -CELL BYPASS SWITCH: SPDT, 15 AMP, RATED (UP TO) 277 VAC (FED THROUGH TERMINAL BLOCK) 6O GROUND FAULT RECEPTACLE: 20 AMP, 125 VAC. DUPLEX CABINET: CONSTRUCTION: NEMA TYPE 3R, OUTDOOR PADMOUNT, 1 /8" 5052-H32 ALUMINUM CONSTRUCTION, OPEN BOTTOM FRAMED WITH 2" ANGLE, 2 SCREENED AND GASKETED VENTS, REMOVABLE EQUIPMENT MOUNTING PAN, CABINET GROUND WITH MINIMUM BONDING WIRE TO NEUTRAL DOORS: HEAVY-DUTY CONCEALED HINGES (LIFT-OFF TYPE),STAINLESS STEEL VAULT HANDLES WITH ROLLER RODS THAT PROVIDE 3-POINT COMPRESSION ON CLOSED CELL NEOPRENE GASKET, "BEST" LOCK ON LOWER DISTRIBUTION DOOR WITH CARD HOLDER, PADLOCKABLE UPPER METER DOOR WITH POLISHED SAFETY GLASS WINDOW DEADFRONT: FANGED AND SECURED WITH QUARTER -TURN FASTENERS FINISH: MILL FINISH ALUMINUM I - REQUIRED UL LISTED PER STANDARD #508A "SUITABLE FOR USE AS SERVICE ENTRANCE" NOTE: 1. SIGNAL BREAKER(S) SHALL BE ADDED WHEN APPLICABLE \ SERVICE CABINET NOTES PLAN - 122.2 PUBLIC WORKS APP OV D: BStUCK4/2021 1DEPARTMENT 4 NT madinDATE 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 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, 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. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE. .- I� PUBLIC WORKS DEPARTMENT NS TRANSPORTATION NOTES STD. PLAN - 135 APPROVED: 7/27/2022 I Martln Pastucha UA IE SURVEYED: QD'A/ DESIGNED: / UOI f//ITD/l? DRAWN: 914LIZAS CHECKED: TDO BY DATE AP P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID. 9D9BODA8-0385-4664-AE66-578FF1561D7F CONDUIT ENTRANCE AREA, SEE NOTE 13, STD PLAN 126.2 o•o SEE STD PLAN 126.2 FOR ADDITIONAL NOTES d d PLAN VIEW SIZE TO FIT SIZE TO FIT CABINETCABINET -GRADE LEVEL N • ,• • d FRONT VIEW SIDE VIEW ELECTRICAL SERVICE CABINET FOUNDATION SEE STD PLAN 126.2 FOR ADDITIONAL NOTES El SHIM TO PLUMB SEE NOTE 3 T 0 4 HOOPS I 4 BAR EACV CORNER MIN - - - Nq - ` 1 TO 2" 3/8" DIAMETER PLASTIC DRAIN SIDE VIEW CABINET DEPTH V-6" + 2 V-6" 4 - - - - - #4 BAR EACH i #4 CORNER z CD _ _ _ P� -N� _HOOPS PLAN VIEW CONDUIT ENTRANCE AREA, SEE NOTE 5, STD PLAN 126.2 CONTROLLER CABINET FOUNDATION ` CABINET FOUNDATION STD. PLAN - 126.1 y� PUBLIC WORKS DETAILS APPROVED: DEPARTMENT Martin Pastucha 7/27/2022 N - DATE TENW PROJECT NO. 2022-135 9TENW Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th St, Suite 200, Bellevue, WA 98004 1 Office (425) 889-6747 Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATU M vftov Planning/Building/Public Works Dept. T-423006 � 044-2023 IN COMPLIANCE WITH CITY OF RENTON STANDARDS alb DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION Wanders 06/07/2023 5 ~ CBarnes 06/12/2023 J I- W Z DATE: 0411412022 rJn CY P R U S LANE PLAT FIELDBOOK: PAGE: TUSCANY CONSTRUCTION LLC DRAWING NO: PO BOX 2170 I L-04 RENTON, WASHINGTON 98056 SHEET: 37 0F: 37 CU