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HomeMy WebLinkAboutT-425506DocuSign Enve" ID: 9a9BODAB-0385-4664-AE66-578FF156ID7F u -0" 1'-D" MIN. MIN. LUMINAIRE POLE �' /JUNCTION BOX -CONCRETE PAD, PLAN VIEW BROOM FINISH LUMINAIRE POLE CONCRETE PAD 4' J L JUNCTION BOX tuMINAIRECONCRETE FOUNDATION SIDE VIEW LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES: 1. LUMiNAIRE CONCRETE PAD SHALL HE 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 6E LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM 'OF SIDEWALK ELEVATION 4. LUMiNNRE POLE AND JUNCTION BOX TYPE PER PLAN 5. LUiiNAIRE CONCRETE: PAD ACCOMMODATES TYPE 1 AND TYPE 2 JUNCTION BOXES DNLY LUMINAIRE POLE JUNCTION BOAC CONCRETE SIDEWALK PLAN VIEW M STD PLAN 102 LUMINAIRE POLE CONCRETE SIDEWALK PER STD PLAN 102 JUNCTION Box lk 7LUMiNAIRE CONCRETE FOUNDATION SiZfE 41EW LUMINAIRE WITH SIDEWALK DETAIL ,-0. CONCRETE PAD 1'-0. JUNCTION aOX -` PLAN 1AEW 4" --i CONCRETE PAD JUNCTION BOX SUE VIIEW INDIVIDUAL JUNCTION BOX PAD DETAIL Y LUMINAIRE CONCRETE jR PUBLIC WORKS PAD/SIDEWALK AND STD. PLAN - 120 APPROVED: DEPARTMENT JUNCTION BOAC CONCRETE PAD 7/27/2022 .. � �: Manin Paswcna I bAIE LOWER S MIDDLE TIPPER REINFORCING REENFDRCIWG _ CLR PATTERN PATTERN = vU v v � U U FOOTING REINFORCING SECTION �I�sa�_Inrzaarr�sa¢o�� LOWER 81 MIDDLE REINFORCING PATTERN 14 TOP d 50T EA WAY PLACPS AS SHOWN, PROVIDE 1C LONG 90 DEGREE HOOK EA ENO OF SAR. L+IMINAIRC BASE wl REINF PLACED AS SHOWN. SEE DETAIL Al2 I 0 r 12 I b I - LUMINAIRE FOUNDATION PLAN SCALE 3IAA'-1'-0° nEEvrLovlaerrrexoln�laua � yqi 05!12+2D25 UPPER REINFORCING PATTERN KEYNOTES 1. LUMINAIRE MOUNTING PLATE 2. LUMINAIRE BASE COVER 3. RE.TAINING WALL ABOVE 4. BACK OF CURB 2ZENERAL NOTES COORDINATION: CONTRACTOR SHALL VERIFY ALL LUMINAIRE 1NFORMATION & NOTIFY ENGINCER OF ANY VARIATION FROM THE INFORMATION SHOWN DN THIS PLAN. CONCRETE STRENGTH: MIN COMPRESSIVE STRENGTH f'c = 45Q0P51 # 28DAY5. MAX WATER TO CEMENT RATIO 0.45. PROVIDE 5X ENTRAINED AIR. MIX DESIGN SHALL BE BASED ON FIELD EXPERIENCE IN ACCORDANCE wl ACI-N8-19 CONCRETE DURABILITY: SPECIFIED CONCRETE 15 INTENDED TO MEET THE FOLLOWING DURABILITY REQUIREMENTS FREEZ THAW F2, SULFATE $0, IN CONTACT WITH WATER WO. CORROSION PROTECTION C1. REINFORCING DAR: CONFORM TO ASTM A6151 GRADE 60. BARS SHALL BE BENT COLD MEETING THE REQUIREMENTS OF ACI-31849 ,I,VEL L K08 1F WAS#, + % �R� twctur es 1 TOWNS ON 12TH JOB # s Q47A a A DM.b Koss K O PO OF 2 LUMINAIRE FOUNDATION REv SED 04-sa22s Ra�� �L s+I'�,o�� VAREM R VM 01fA� E ac;.nl-av-pfoo R-uuL Coen NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. [)=Sign Envelope ID. 9p9BODAB-0385AC 4-AE66-578FF1587D7F GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. J'UNCTION 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. S€GNAL 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. 4 I f PUBLIC WORKS N b DEPARTMENT TRANSPORTATION NOTES II�8=11`" lel!_I FOOTING REINP pacuSign Envelope ID: 9U960DAB-0385-4664-AE66-57BFF155ID7F ELECTRICAL SERMCE/BBS CABINET CONTROLLER CABINET SHIM TO PLUMB SEE NOTE 3 - O4 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 - NOTES L WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WERE TOP ANT) 90EWALK ABUT. M(IUNT TOP $"A1,.l, BE FINISHED DT A COMMICTL CONTRACTOR AND SHALL MEET THE RE4UARDAENTS OF SECTION 5-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL 3_ PLACE A SILICONE SEAL BETWEFN THE FOUNDATION AND CABINET. 4_ ANCHOR BOLTS AND THEIR SPACING TD BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGNEER FOR APPROVAL- 5 CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABNETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLU5 ONE 2' SPARE CAPPED Ou7 PAST THE FOUNDATION. 6. CONCRETE CLASS KA STD PLAN 136. 7. 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SEROCEJBBS CABINET TD THE CONTROLLER CABINET. 8- EACH CABINET SHALL HAVE A III* DIAMETER PLA511C DRAIN PIPE- S. LOCATE CONDUITS CENTRALLY WITHIN THE CAEIIMEIS ID, (WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. It WOODEN SHIMS SHALL NOT SE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN .t-GMM SHEET 3. I& CONDUIT SIZES/QUANTITIES FOR ELECTRtCAi_ SERVICE CABINETS SHALL IB BE 1149TALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. -SHW TO FLU48 ES%S£E NOTE 3 � z- Ld Ld FRONT VfEW 3/6' DIAMETER PLASTIC DRAIN (ONE PER CABINET} LOWER 81 MIDDLE REINFORCING PATTERN 14 TOP d 50T EA WAY PLACPS AS SHOWN, PROVIDE 1C LONG 90 DEGREE HOOK EA ENO OF SAR. L+IMINAIRC BASE wl REINF PLACED AS SHOWN. SEE DETAIL Al2 I 0 r 12 I b I - LUMINAIRE FOUNDATION PLAN SCALE 3IAA'-1'-0° nEEvrLovlaerrrexoln�laua � yqi 05!12+2D25 UPPER REINFORCING PATTERN KEYNOTES 1. LUMINAIRE MOUNTING PLATE 2. LUMINAIRE BASE COVER 3. RE.TAINING WALL ABOVE 4. BACK OF CURB 2ZENERAL NOTES COORDINATION: CONTRACTOR SHALL VERIFY ALL LUMINAIRE 1NFORMATION & NOTIFY ENGINCER OF ANY VARIATION FROM THE INFORMATION SHOWN DN THIS PLAN. CONCRETE STRENGTH: MIN COMPRESSIVE STRENGTH f'c = 45Q0P51 # 28DAY5. MAX WATER TO CEMENT RATIO 0.45. PROVIDE 5X ENTRAINED AIR. MIX DESIGN SHALL BE BASED ON FIELD EXPERIENCE IN ACCORDANCE wl ACI-N8-19 CONCRETE DURABILITY: SPECIFIED CONCRETE 15 INTENDED TO MEET THE FOLLOWING DURABILITY REQUIREMENTS FREEZ THAW F2, SULFATE $0, IN CONTACT WITH WATER WO. CORROSION PROTECTION C1. REINFORCING DAR: CONFORM TO ASTM A6151 GRADE 60. BARS SHALL BE BENT COLD MEETING THE REQUIREMENTS OF ACI-31849 ,I,VEL L K08 1F WAS#, + % �R� twctur es 1 TOWNS ON 12TH JOB # s Q47A a A DM.b Koss K O PO OF 2 LUMINAIRE FOUNDATION REv SED 04-sa22s Ra�� �L s+I'�,o�� VAREM R VM 01fA� E ac;.nl-av-pfoo R-uuL Coen NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. [)=Sign Envelope ID. 9p9BODAB-0385AC 4-AE66-578FF1587D7F GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. J'UNCTION 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. S€GNAL 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. 4 I f PUBLIC WORKS N b DEPARTMENT TRANSPORTATION NOTES II�8=11`" lel!_I FOOTING REINP pacuSign Envelope ID: 9U960DAB-0385-4664-AE66-57BFF155ID7F ELECTRICAL SERMCE/BBS CABINET CONTROLLER CABINET SHIM TO PLUMB SEE NOTE 3 - O4 REINFORCING BAR (EQUAL SPACES) SEE NOTE 5 - NOTES L WHERE FOUNDATION PAD IS LOCATED WITHIN A SIDEWALK, CONSTRUCT PAD TOP FLUSH WITH SIDEWALK GRADE, OMITTING CHAMFER WERE TOP ANT) 90EWALK ABUT. M(IUNT TOP $"A1,.l, BE FINISHED DT A COMMICTL CONTRACTOR AND SHALL MEET THE RE4UARDAENTS OF SECTION 5-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PAD MOUNT DESIGN IS TYPICAL 3_ PLACE A SILICONE SEAL BETWEFN THE FOUNDATION AND CABINET. 4_ ANCHOR BOLTS AND THEIR SPACING TD BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGNEER FOR APPROVAL- 5 CONDUIT SIZES/QUANTITIES FOR CONTROLLER CABNETS SHALL BE INSTALLED PER THE CONTRACT PLANS, PLU5 ONE 2' SPARE CAPPED Ou7 PAST THE FOUNDATION. 6. CONCRETE CLASS KA STD PLAN 136. 7. 2' CONDUIT SHALL BE PLACED FROM THE ELECTRICAL SEROCEJBBS CABINET TD THE CONTROLLER CABINET. 8- EACH CABINET SHALL HAVE A III* DIAMETER PLA511C DRAIN PIPE- S. LOCATE CONDUITS CENTRALLY WITHIN THE CAEIIMEIS ID, (WHEN ALL THREE CABINETS ARE TO BE INSTALLED AND SPACE ALLOWS, A COMBINED FOUNDATION SHALL BE USED. It WOODEN SHIMS SHALL NOT SE USED 12. GROUNDING SHALL BE PER WSDOT STANDARD PLAN .t-GMM SHEET 3. I& CONDUIT SIZES/QUANTITIES FOR ELECTRtCAi_ SERVICE CABINETS SHALL IB BE 1149TALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. -SHW TO FLU48 ES%S£E NOTE 3 � z- Ld Ld FRONT VfEW 3/6' DIAMETER PLASTIC DRAIN (ONE PER CABINET} J SEE QUOTE 7 H 3/8' DIAMETER PLASTIC DRAIN 'RE NOTE 13 Ir [b J H HDPoYONSAL. Y M 6 COFABINED FOUNDATION fKEINF. ETAFt D1AC,RAbT 6 PIECES #4 HOOP 3 - §4 REINFORCING BAR (EQUAL SPACES) CONTROLLER ELLCTRI AL SEeABIf � 19` WOTHt.H PLAN 5_ WIOTH VIEW TD' STD. PLAN - 135 CABINET FOUNDATION APPROVED: ; PUBLIC WORKS DETAILS Nkarun paswcha 7/27/2022 I P DEPARTMENT DATE 4 I I-V4°0 ANCHOR - BOLT GRADE 6 O O PROJECTION A5 SPECIFIED BY THE -LUMINAIRE POLE MANUFACTURER. 3141 MAX BOLT- ' 1' THICK 2.112° PROJECTION WIDE ANCHOR 517YOND NUT RING C I _ HOLE ANCHOR INSTALLATION 2 SCALE p=P-o' KEYNOTES I. LUMINAIRE POLE 2. LUMINAIRE FOUNDATION 5. SITE RETAINING WALL 4. CURB 5, FINISHED SIDEWALK LUMINAIRE FOUNDATION SECTION SCALE 1W=p.0' or eF WAS fit ``NS Vtructures �` r TOWON 12TH JOB # s.23--D47A A ❑IrMHOn d Kwenik Env3nea•Inv PC SUrM 1) OF 2 LUMINAIRE FOUNDATION REVISED 04-ao-� ��AL •a AVE QNAt F� o.n.l.asw.m. 2 3 4 5 W NO. CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT POST -PERMIT REVISION RECORD DRAWINGS JKVILy[0121 e 04/21 /23 SURVEYED: 07/21 /23 DESIGNED: 09/08/23 GRL/LAB 05 10 24 DRAWN: / / GRL/LAB 07/01 /25 CHECKED: EMS/TDR BY DATE APPIR APPROVED: EMS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M APPROVED: M�rti�Pa6lucha 71Z71M22 - DATE IP TENW 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: Grant Lewis Phone: 952-270-9089 CITY OF IWO RENTON Planning/Building/Public Works Dept. 1/4" LOAD LINE 1/4" FUSE r © CUTTING RINGS FUSE KIT rnnvv rll i VVYL bt'LIUL SPLICE KIT FUSE KIT & SPLICE KIT DETAILS G1tY p ADOPTED CITY OF RENTON STANDARD PLANS N'S LIST DATE: 04/04 „ nwr NAAMF•..In1 -S SP PArF• .In+ -i �` `W�►_ 0 .DON ZO E� ,.� "' �" Uc�\ON R RASP EN E0�00 EEA C \ l\S CON EpP�EO0 \ 00 SOR�C� ESE ��S\GN C �w NO F\E� �R0 �\\S Q �Ep �O 2p2�• PS �0 p.00N PPP Cp� N wOR�NC o �0 (�p� \NFORM \.0 NOS PRO MESS ��RS. �N O�CS 0R QR �0 8� 0 PCC T-425506 07 of o s IN COMPLIANCE WITH CITY OF RENTON STANDARDS TOWNS ON 12TH 3916 & 3926 NE 12TH ST RENTON, WA 98056 ILLUMINATION DETAILS DATE: 07/01/2024 FIELDBOOK: PAGE: DRAWING NO: L--06 SHEET:OF: Q 0 88 X X X X X X I cb T rr I..L