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HomeMy WebLinkAboutT-358701I z 0 Ln 6 z HE 71 INT'X NILE AVE NE/NE 7th STREET STA 21+73.09 (NILE AVE NE) STA: 30+00 (NE 7th STREEO I PORTION OF THE NW 114� SW 114 OF SECTION 71, TOWNSHIP 23 N, RANGE 5 EAST W.M� .LUEX.. MILE. AVE NF/NE 7th PLACE PLAC�E�',TA: 11 �NILE AVE NE) 67 NE 7th PLACE) SL CABINE LP-1 STA 31+1 24' LT STA 31+ 2 I STREET LIGHTS jz 5' SIDEWALK ; ; 8' LANDSCAPE STRIP- 4"MiN. CLASS "B" ASPHALTIC CONCRETE VERT CURB & \\�PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS NE 7th PLACE ( CTION) N. T.S LUMINAIRE SCHEDULE DETENDON POND 19' LT Lol Al I 'GT �o LP-2 STA 33-�08, 19' LT '01 9 1 32,+00 34+ -7 NE 7 TH PL A CE STREET LIGHTS X// wz z w 26.5' R/W 26.5' R/W 13, 13' 6' 5' SIDEWALK :;gq: 8' LANDSCAPE STRIP �\4"MIN. CLASS "B" ASPHALTIC CONCRETE VERT. CURB & PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PASCO PLACE NE ( ECTION) N. T. S. POLE I.D.# POLE LOCA TION MH z CYCLONE J003 STREET LIGHT POLE 1 STA JI+2,3 —19' LT < CY17T4— VS3AR—JL3-48W­40O0K-240—EA I—GCY06P—PC—RALJ007TX EL _j 0 2" PVC SCH. 80 ui < u) (J) CY17T4—VSJAR-3L3-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX PD15-14—SA—BD46—RAL,3007TX—TV4J CD cz: Ul 3 - i STA J4+48 —19' LT v) MIA �c) NE 7TH PLACE z 0 Ln 6 z HE 71 INT'X NILE AVE NE/NE 7th STREET STA 21+73.09 (NILE AVE NE) STA: 30+00 (NE 7th STREEO I PORTION OF THE NW 114� SW 114 OF SECTION 71, TOWNSHIP 23 N, RANGE 5 EAST W.M� .LUEX.. MILE. AVE NF/NE 7th PLACE PLAC�E�',TA: 11 �NILE AVE NE) 67 NE 7th PLACE) SL CABINE LP-1 STA 31+1 24' LT STA 31+ 2 I STREET LIGHTS jz 5' SIDEWALK ; ; 8' LANDSCAPE STRIP- 4"MiN. CLASS "B" ASPHALTIC CONCRETE VERT CURB & \\�PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS NE 7th PLACE ( CTION) N. T.S LUMINAIRE SCHEDULE DETENDON POND 19' LT Lol Al I 'GT �o LP-2 STA 33-�08, 19' LT '01 9 1 32,+00 34+ -7 NE 7 TH PL A CE STREET LIGHTS X// wz z w 26.5' R/W 26.5' R/W 13, 13' 6' 5' SIDEWALK :;gq: 8' LANDSCAPE STRIP �\4"MIN. CLASS "B" ASPHALTIC CONCRETE VERT. CURB & PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PASCO PLACE NE ( ECTION) N. T. S. POLE I.D.# POLE LOCA TION MH z CYCLONE J003 STREET LIGHT POLE 1 STA JI+2,3 —19' LT < CY17T4— VS3AR—JL3-48W­40O0K-240—EA I—GCY06P—PC—RALJ007TX EL _j 0 2" PVC SCH. 80 3 - < u) (J) CY17T4—VSJAR-3L3-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX PD15-14—SA—BD46—RAL,3007TX—TV4J cc cz: 3 - i STA J4+48 —19' LT v) CY17T4—VSJAR-3LJ-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX �c) NE 7TH PLACE 2" PVC SCH. 80 EMP TY - FOR FU TURE 4 STA 35+88 —19' LT INE n Lij 0 Lij 5 STA J7+41 —19' LT 12' __j u� ry 0 z 0 Ln 6 z HE 71 INT'X NILE AVE NE/NE 7th STREET STA 21+73.09 (NILE AVE NE) STA: 30+00 (NE 7th STREEO I PORTION OF THE NW 114� SW 114 OF SECTION 71, TOWNSHIP 23 N, RANGE 5 EAST W.M� .LUEX.. MILE. AVE NF/NE 7th PLACE PLAC�E�',TA: 11 �NILE AVE NE) 67 NE 7th PLACE) SL CABINE LP-1 STA 31+1 24' LT STA 31+ 2 I STREET LIGHTS jz 5' SIDEWALK ; ; 8' LANDSCAPE STRIP- 4"MiN. CLASS "B" ASPHALTIC CONCRETE VERT CURB & \\�PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS NE 7th PLACE ( CTION) N. T.S LUMINAIRE SCHEDULE DETENDON POND 19' LT Lol Al I 'GT �o LP-2 STA 33-�08, 19' LT '01 9 1 32,+00 34+ -7 NE 7 TH PL A CE STREET LIGHTS X// wz z w 26.5' R/W 26.5' R/W 13, 13' 6' 5' SIDEWALK :;gq: 8' LANDSCAPE STRIP �\4"MIN. CLASS "B" ASPHALTIC CONCRETE VERT. CURB & PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PASCO PLACE NE ( ECTION) N. T. S. POLE I.D.# POLE LOCA TION MH z CYCLONE J003 STREET LIGHT POLE 1 STA JI+2,3 —19' LT 0 CY17T4— VS3AR—JL3-48W­40O0K-240—EA I—GCY06P—PC—RALJ007TX PD15-14—SA—BD46—RALJ007TX— TN4J #6 TH.W COPPER z 2" PVC SCH. 80 3 - 2 u) (J) CY17T4—VSJAR-3L3-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX PD15-14—SA—BD46—RAL,3007TX—TV4J cc cz: 3 - i STA J4+48 —19' LT 12' CY17T4—VSJAR-3LJ-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX �c) NE 7TH PLACE 2" PVC SCH. 80 EMP TY - FOR FU TURE 4 STA 35+88 —19' LT INE 72' CY17T4—VSJAR-3LJ-48W-400OK-240—EAl—GCY06P—PC—RAL3007TX PDI5-14—SA—BD46—RAL,3007TX—TN4J 77H PLACE 5 STA J7+41 —19' LT 12' CY17T4—VS,3AR—,3LJ-48W-400OK-240—EAl—GCY06P—PC—RAL3007TX PD15—I4—SA—BD46—RALJ007TX—TN4J NE 7TH PLACE 6 STA 0+50 —19' LT 72' CY17T4—VSJAR—.3L3-48W-400OK-240—EA1—GCY06P—PC—RALJO07TX PD15-14—SA—BD46—RALJ007TX—TN4J PASCO PLACE NE :5 7 STA 2+50 —19' LT 12' CY17T4—VSJAR—JLJ-48W-400OK-240—EAI—GCY06P—PC—RALJO07TX PD15—I4—SA—BD46—RALJ007TX—TV4J PASCO PLACE NE z 0 Ln 6 z HE 71 INT'X NILE AVE NE/NE 7th STREET STA 21+73.09 (NILE AVE NE) STA: 30+00 (NE 7th STREEO I PORTION OF THE NW 114� SW 114 OF SECTION 71, TOWNSHIP 23 N, RANGE 5 EAST W.M� .LUEX.. MILE. AVE NF/NE 7th PLACE PLAC�E�',TA: 11 �NILE AVE NE) 67 NE 7th PLACE) SL CABINE LP-1 STA 31+1 24' LT STA 31+ 2 I STREET LIGHTS jz 5' SIDEWALK ; ; 8' LANDSCAPE STRIP- 4"MiN. CLASS "B" ASPHALTIC CONCRETE VERT CURB & \\�PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS NE 7th PLACE ( CTION) N. T.S LUMINAIRE SCHEDULE DETENDON POND 19' LT Lol Al I 'GT �o LP-2 STA 33-�08, 19' LT '01 9 1 32,+00 34+ -7 NE 7 TH PL A CE STREET LIGHTS X// wz z w 26.5' R/W 26.5' R/W 13, 13' 6' 5' SIDEWALK :;gq: 8' LANDSCAPE STRIP �\4"MIN. CLASS "B" ASPHALTIC CONCRETE VERT. CURB & PAVEMENT- 2-2" LIFTS REQUIRED GUTTER 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS PASCO PLACE NE ( ECTION) N. T. S. POLE I.D.# POLE LOCA TION MH CYCLONE J00J LUMINAIRE TYPE CYCLONE J003 STREET LIGHT POLE 1 STA JI+2,3 —19' LT 12' CY17T4— VS3AR—JL3-48W­40O0K-240—EA I—GCY06P—PC—RALJ007TX PD15-14—SA—BD46—RALJ007TX— TN4J #6 TH.W COPPER NE 77H PLACE 2" PVC SCH. 80 3 - 2 STA JJ+08 —19' LT 12' CY17T4—VSJAR-3L3-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX PD15-14—SA—BD46—RAL,3007TX—TV4J #8 1. H. W. COPPER NE 77H PLACE 3 - i STA J4+48 —19' LT 12' CY17T4—VSJAR-3LJ-48W-400OK-240—EAI—GCY06P—PC—RAL3007TX PD15-14—SA—BD46—RALJ007TX—TN4J NE 7TH PLACE 2" PVC SCH. 80 EMP TY - FOR FU TURE 4 STA 35+88 —19' LT INE 72' CY17T4—VSJAR-3LJ-48W-400OK-240—EAl—GCY06P—PC—RAL3007TX PDI5-14—SA—BD46—RAL,3007TX—TN4J 77H PLACE 5 STA J7+41 —19' LT 12' CY17T4—VS,3AR—,3LJ-48W-400OK-240—EAl—GCY06P—PC—RAL3007TX PD15—I4—SA—BD46—RALJ007TX—TN4J NE 7TH PLACE 6 STA 0+50 —19' LT 72' CY17T4—VSJAR—.3L3-48W-400OK-240—EA1—GCY06P—PC—RALJO07TX PD15-14—SA—BD46—RALJ007TX—TN4J PASCO PLACE NE 7 STA 2+50 —19' LT 12' CY17T4—VSJAR—JLJ-48W-400OK-240—EAI—GCY06P—PC—RALJO07TX PD15—I4—SA—BD46—RALJ007TX—TV4J PASCO PLACE NE NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 �ol 5 LP-3 STA 34+48, 19' LT 'Ol I '91 6 LP-4 STA 35+88, 191' LT CONDUIT AND WIRING SCHEDULE RUN NO. CONDUIT WRING A, 1 112" PVC SCH. 40 J- #6 TH.W COPPER A2 2" PVC SCH. 80 3 - #2 (SERVICE) ZL 2" PVC SCH, 40 J - #8 1. H. W. COPPER 3 - #8 TH. W. COPPER ZL 2" PVC SCH. 80 A5 2" PVC SCH. 80 EMP TY - FOR FU TURE USE CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON DESIGN STANDARDS AND SPECIFICATION. THE APPROPRIATE STATE ELECTRICAL CODES AND THE PROVISIONS OF THE LATEST EDITION OF THE IES LIGHTING HANDBOOK 2. ALL WORK ON THE LIGHTING SYSTEM SHALL BE COMPLETED BY LICENSED CONTRACTORS EXPERIENCED IN THE INSTALLATION OF ILLUMINATION SYSTEMS. 3. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS NO COORDINATE INSPECTION WITH THE CITY, STATE AND POWER COMPANY AS REQUIRED. 4. REFER TO THE CITY OF RENTON STANDARD DETAILS (NOTED ON SHEET L-2) FOR TYPICAL ILLUMINATRON SYSTEM DETAILS. 6. CONTRACTOR SHALL CONTACT CITY INSPECTOR A MINIMUM OF 24-HOURS PRIOR TO COMMENCING WORK ON THE LIGHTING SYSTEM. 7. CONTRACTOR SHALL CONTACT PUGET SOUND ENERGY (PSE) FOR POWER DESIGN. 8. CONTRACTOR TO COORDINTE WITH PUGET SOUND ENERGY PSE) CONSTRUCTION SERVICES FOR SERVICE CABINET ELECTRIC, HOOKUP. THE POINT OF SERVICE FROM PSE SHALL BE A MAXIMUM OF 50 FEET FROM THE PROPOSED SERVICE CABINET. IF GREATER A HANDHOLE IS REQUIRED. Vol 5 5 ;�A 37+41, 19' LT 37.00 J p- 0, lz 0 0 m 0 T+ "I LP-6 STA 0+50, 19' LT JB-TYPE B STA 1+48, 19' LT IS SCALE I"=40' m STA. 2+30.55 (PASCO PLACE NE) Al LEGEND TYPE "B" JUNCTION BOX �P-7 LUMINAIRE STA 2+50, 19' LT CONDUIT STREET LIGHT CONTACTOR CABINET L s7REI� NO TES: T=35870 I 0 INSTALL TYPE "B" JUNCTION BOX. 0 INSTALL STREET LIGHT CABINET 1201240 VOLT TYPE N WITH AN ENCLOSED METER BASE. (NEW P.S.E. REQUIREMENT) NO. 790110 0 TRANSFORMER C'Z �F- -3 S_ 3 7Z) RECOMMENDED FOR APP�OVAL BY."Onn-ItATE4104801 u —DATE BY—DATE— BY—DATE— BY DATE— I L- I I IGHT