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Home My WebLink AboutzT-3173Setw V) V) I [L CL CL z [L 0 z w cc w O o o u z w rj) 0 asCJ ne wz E-1 73 Lq E4 �IL EL ic E M E 'E m cp a) ud z-> -z a. a_ � !2� !�� !2� !2 � < ' z 0 1 1 IV) eUl lm L M 2 ce z D , IL CL In 6: a. cK 1 +Hd ' z 3 1 39 to 0 25 50 100 INIMMM P000MMMMMA -1 "` _ 4' THICK CMEN CE M EN T Co NC CONC. SIDEWALK E M ENT C U B AND GUTTER WALK CEMENT 24" MIN. CURB AND GUTTER CONDUIT 1.5' FROM BACK OF CURB TYPICAL ROAD SECTION WITH STREET LIGHT SCALE: 1"=10' ON—SITE STREET LIGHTING PLAN STONE RIDGE A PORTION OF THE SE 1/4 OF SEC. 3, T23, R.5E, W.M., KING COUNTY, WASHINGTON T iii 271 File: P:\11000s\11189\engineering\plat\11189—SL2.dwg Date/Time: 09/10/2004 09:36 Scale: 1=50 podgar Xrefs: 11189—R8,06,11189—S,11189—t, LLi cd Lu :wi O w z 0 x K x z 0 F= 8 r_ �� , IL z Ir 0 0 @0 f-_ LLi cd Lu :wi O w z 0 x K x , 7-- , y - SCANNED OCT 0 8 0' OD I-E 0 Z co 0 Ld b cd z 0 F= 8 r_ �� , IL z Ir 0 0 @0 f-_ z w IL OD 7RACTC" 0,-,,-EXISTING PSE (PUGET SOUND ENERGY) U4 w z 0 5 POWER POLE TOI REMAIN. CM 476 In 2 Ar\ �4f UJ M , 7-- , y - SCANNED OCT 0 8 0' OD I-E 0 Z co 0 Ld b cd ''^I // Ln ' og 3 POLE No. STANDARD PLANS: 'V V I v O � SHOWN ON SHEETS SL2 & SL3 I � Prr� c� z Y C GENERAL NOTES: CL STANDARD NUMBER STATION 3q 1. PHOTOMETRIC CALCULATIONS ARE PER BCE DESIGN REPORT DATED AUGUST 28, 2004. 30' /a t0 MAXIMUM LUMINAIRE SPACING ON NE 17TH STREET AND KITSAP PLACE NE IS 160 ft. (ONE ROW NEAR SIDE) OR 165 ft. (TWO ROWS STAGGERED WITH RESPECT TO CENTERLNE). CITY OF RENTON ,�-, W a' a (n MAXIMUM LUMINAIRE SPACING ON MT. BAKER PLACE NE, MT. BAKER AVENUE NE, LYONS AVE. M -C- III -150 J NE, AND LYONS PLACE NE IS 195 ft. �E 9 < W 2. FUNCTIONAL CLASSIFICATION OF ALL ON -SITE STREETS: m E JR -09 STREET LIGHT CONTRACTOR CABINET LOCAL RESIDENTIAL. V L�r 0 0 3. ALL STREET UGHTING SHALL BE IN ACCORDANCE WITH CITY OF !:2 W ir RENTON AND KING COUNTY DOT STANDARDS AND SPECIFICATIONS. �i C d z LU 4. CONDUIT RUNS PLACED IN BACK OF SIDEWALK SHALL HAVE 24" MIN. COVER. FL Q STREET CROSSINGS SHALL HAVE 30" MIN. COVER. JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS O ® @m ,� 5. TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF RENTON AND WSDOT SPECIFICATIONS AND APPROVED BY THE CITY ENGINEER. o rW ( 3 Z 6. ALL AND PROPOSED UTILITIES SHALL RUN UNDERGROUND ALONG SITE FRONTAGE. _< JR -36 JUNCTION BOX DETAILS iEXISTING M -C- III -150 z x = O CITY OF RENTON ON —SITE STREET LIGHTING NOTES AND DETAILS � R S.rONE ® ^r FUSE KITS QUICK DISCONNECT C RIDGE 10 AMP IN LINE FUSE KITS -TO LUMINAIRE S.E.C. OR EQUAL TYPICAL DESIGN 'B' I __N1 JUNCTION BOX -� I HEIGHT BASE PLATE CITY OF RENTON a POLE No. STANDARD PLANS: 30, v O � SHOWN ON SHEETS SL2 & SL3 ¢ Prr� c� z Y C ,,11__ �� ", No. III LE- a STANDARD NUMBER STATION 3q JR -02 STANDARD 30 Fr. DAVIT POLE 30' >"1 Y-3 w JR -OS MAST ARM WIRING DETAIL CITY OF RENTON ,�-, W a' a JR -06 TYPICAL UGHTING UNDERGROUND SYSTEM 1 +15.00, 22.5'RT M -C- III -150 A CITY OF RENTON �E JR -07 CONCRETE PAD DETAILS N m E JR -09 STREET LIGHT CONTRACTOR CABINET 2 +75.00, 22.5'RT ,E AND CABINET FOUNDATION a !:2 JR -10 STREET LIGHTING CONTRACTOR CABINET SCHEMATIC 0- �i C d JR -11 TYPE III SERVICE CABINET M -C- III -150 FL 8' 0 JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS (1) ® @m JR -36A TYPICAL CONCRETE PAD DETAILS o 26998 o h o N _< JR -36 JUNCTION BOX DETAILS 7 +65.00, 22.5'RT M -C- III -150 A x = BREAKER SCHEDULE: CITY OF RENTON SERVICE MAIN BRANCH CONTRACTOR REMARKS 9+30.00, 22.51T M -C- III -150 A 8' CITY OF RENTON 2706B m AND CIRCUITS BREAKER BREAKER AMPS 10 +90.00, 85.1 'LT z w= 27058 AMPS AMPS 30' 0 ® 12 +50.00, 22.5'RT M -C- III -150 A v=i STANDARD I 8' I SERVICE 100* ® 14 +10.00, 22.51T M -C- III -150 -„ CIRCUIT A 30 30 ON -SITE 1. 2708F (3) 1® CIRCUfi B(SPARE) 30 30 SE M -C- III -100 A 1k SIZED FOR FUTURE ILLUMINATION HEIGHT BASE PLATE MAST ARM a POLE No. LUMINAIRE 30, TYPE III B. CITY OF RENTON 26958 (1)(4) 30' STANDARD NUMBER STATION DIST -WATTS CIRCUIT 30' STANDARD 8' CITY OF RENTON 2703B (1) 1 +15.00, 22.5'RT M -C- III -150 A CITY OF RENTON 2698B (1) 30' STANDARD ® 2 +75.00, 22.5'RT M -C- III -150 A 30' !:2 �2 �2 �2 0- ® 4 +35.00, 22.5'RT M -C- III -150 A 8' 0 0 0 0 (1) ® 6+00.00, 22.5'RT M -C- III -150 A 26998 o h o N W o ® 7 +65.00, 22.5'RT M -C- III -150 A x 01 DDw CITY OF RENTON 2701B 9+30.00, 22.51T M -C- III -150 A 8' CITY OF RENTON 2706B m ® 10 +90.00, 85.1 'LT M -C- III -150 A 27058 (2) 30' STANDARD ® 12 +50.00, 22.5'RT M -C- III -150 A 35' STANDARD I 8' I CITY OF RENTON ® 14 +10.00, 22.51T M -C- III -150 A 8' CITY OF RENTON 2708F (3) 1® 2 +36.90, 1741T M -C- III -100 A ®1 4 +02.05, 127' M -C- III -100 A 1® 5+17.57, 1621T M -C- III -100 A 1 7+53.23, 1371T M- C- III -100 A 0 11 13+50.00, 28.51T M -C- III -250 B 0 o°w y�j 15 +05.00, 27.51T M -C- III -250 B HEIGHT BASE PLATE MAST ARM BASE POLE No. REMARKS 30, STANDARD B. CITY OF RENTON 26958 (1)(4) 30' STANDARD 8' CITY OF RENTON 2709B (1) 30' STANDARD 8' CITY OF RENTON 2703B (1) 30' STANDARD 8' CITY OF RENTON 2698B (1) 30' STANDARD 8' CITY OF RENTON 2697B (1) 30' STANDARD 8' CITY OF RENTON 2700B (1) 30' STANDARD 8' CITY OF RENTON 2702B (1) 30' STANDARD 8' CITY OF RENTON 26998 (1) 30' STANDARD 8' CITY OF RENTON 27048 (1) 30' STANDARD 8' CITY OF RENTON 2701B (2) 30' STANDARD 8' CITY OF RENTON 2706B (2) 30' STANDARD 8' CITY OF RENTON 27058 (2) 30' STANDARD 8' CITY OF RENTON 27078 (2) 35' STANDARD I 8' I CITY OF RENTON 2684F (3) 35' STANDARD it 8' CITY OF RENTON 2708F (3) NM. WS z 2 o (1) GENERAL ELECTRIC M -250A2 POWR /DOOR LUMINAIRE WITH CUTOFF OPTICS (M2AC15SBG2GMC32) (7285.ies). 0 D CONSTRUCT TO CITY OF RENTON STANDARDS. o w z w IL a a ° (2) GENERAL ELECTRIC M -250A2 POWR /DOOR LUMINAIRE WITH CUTOFF OPTICS (M2AC10SBG2GMC32) (7285.ies). 0 0 0 W W W - E v o V) CONSTRUCT TO CITY OF RENTON STANDARDS. ac o: a w (3) GENERAL ELECTRIC M -40OA2 LUMINAIRE WITH CUTOFF OPTICS (MSCL25S1A21FMC3) (1006.ies). CONSTRUCT TO CITY OF RENTON AND KING COUNTY DOT STANDARDS. r' z (4) INSTALL PHOTOCELL PER CITY OF RENTON STANDARDS. LL o - m., - jps At STREET LIGHT CONTACTOR CABINET N.T.S. STREET LIGHTING CONTRACTOR CABINET SCHEMATIC N.T.S. CONDUCTOR SCHEDULE: RUN I 1/4" MINIMUM DRAIN HOLE TOP OF CONCRETE FOUNDATION 70 BE LEVEL WITH TOP OF SIDEWALK OR CURB. w I T •. /I CIRCUIT CONDUCTOR CONDUIT REMARKS N PSE 3 No. 2 3" PVC SCHEDULE 80 ILLUMINATION H A 3 No. 6 2" PVC SCHEDULE 80 ILLUMINATION ® A 3 No. 6 1.5" PVC SCHEDULE 80 ILLUMINATION © 3 No. 6 2" PVC SCHEDULE 80 ILLUMINATION II A 3 No. 12 AND PHOTOCELL ® A 3 No. 8 2" PVC I SCHEDULE 80 ILLUMINATION ® A 3 No. 8 1.5" PVC SCHEDULE 80 ILLUMINATION SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE. PAD GROUND LUG 2" MIN. GROUT UNDER POLE BASE--] PLAN VIEW I 1/4" MINIMUM DRAIN HOLE TOP OF CONCRETE FOUNDATION 70 BE LEVEL WITH TOP OF SIDEWALK OR CURB. w I T •. if "� �\ \ \ ��\\ \ N I I I I \ .. - \ �>\ C H I 1 \ f #8 BARE COPPER \ it I II GROUND WIRE NTS -CITY OF RENTON STD. DRAWING No. JR -07 GROUND II II CLAMP II III II n 4. PVC CONDUIT n SYSTEM II II 2 - LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REO'D.) CONCRETE FOUNDATION 3' SO. OR DIA. 5/8 "x8' COPPER CLAD GROUND ROD TYPICAL LIGHTING UNDERGROUND SYSTEM NTS -CITY OF RENTON STD. DRAWING No. JR -06 TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD ,•_6^ �, T -0" VARIABLE MIN. �_ Y 1' 4 "_I el rj FRONT VIEW II SIDE VIEW TYPICAL JUNCTION BOX 'B' } -� 3'-0 - -1 CONCRETE PAD aT- I I I FRONT VIEW SIDE. VIEW TYPICAL JUNCTION BOX' 'C' CONCRETE PAD 4 T-1. NI •I^ a TYPICAL CONCRETE PAD DETAILS L -------- -,J (8 ADOPTED FRONT VIEW SIDE VIEW O11Y OF R6 N V"DARD PIw S r_sr DAre: ,I /� /ss L DA7E REVISION AppR. DWG NAME JR 36A SP PAGE JO15 TYPICAL CONCRETE PAD DETAILS NTS -CITY OF RENTON STD. DRAWING No. JR -36A LIGHTING STANDARD & JUNCTION BOX �7 O-- Q$OVeO Ov p °OV o o�' , o o ° / D ��O O A o e eo OD / e 1 0 o(,o e D o Z \U�J J Dn e 4" DEEP I I Oe °oe a °e III III o I � on e e II jII e ° °III 11L _e 00L Cl STREET LIGHT POLE ,.JUNCTION BOX 11189- SLB,oli, PLAN VIEW SIDE VIEW INDIVIDUAL JUNCTION BOX w I T - a Oo O° O °p °OV O o p v ° ° Z e O e a D De0 TVI-317302 NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD o _ 4 J o I 00 PLAN VIEW , CONCRETE PAD DETAIL NTS -CITY OF RENTON STD. DRAWING No. JR -07 CONSTRUCTION NOTES: 10 INSTALL LUMINAIRE, FOUNDATION, HAPCO SERIES 21 POLE, MAST ARM, FIXTURE CONDUIT, AND JUNCTION BOX PER CITY OF RENTON STANDARD PLAN JR -02, JR -05, JR -06, JR -07, JR -35 AND JR -36A SEE SHEETS SL2, SL3. INSTALL TYPE "1" 120/24UV SERVICE CABINET 10082 PER CITY OF RENTON STANDARD PLANS JR -09, JR -10, AND JR -11. SERVICE CABINET SHALL BE SKYLINE MODEL 47700 -R. SEE BREAKER SCHEDULE ON THIS SHEET, STANDARD PLANS ON SHEETS SL2, SL3, AND SERVICE CABINET DETAIL ON SHEET SL2. O3 ROUTE CONDUIT TO PUGET SOUND ENERGY POWER SOURCE COORDINATE WITH PUGET SOUND ENERGY FOR SERVICE CONNECTION. File: P: \11000s\ 11189 \engineering \plat \11189- SL3.dwg Date /Time: 09/10/2004 09:37 Scale: 1 =40 padgar Xrefs: 11189- SLB,oli, w I T - a - J oL 0 LLiMM 0 V/ w z Q z 8 z Lu zQ O 1� Q go cr z F= 8 O 0 C O Z w co A Q IL CO 3 O ui w z 02 J N /_��/yj `W T W i -w = CD U Z O Zw N � rn Ld X a Q z L< °zw W 04 gz �ON 00 00 �I_ M 00 04 r- 00 z 04 Q I I zw L0 L0 c�Z Cq C14 w — � Y v_ U SQL, 2 Q Z IW J" e � GON 91 /o/ Ge Lk Pl1 SADR 04 WAS, 91 By p o By Date: _/ 61 TF�S�NALTEEN�'\�F By. Date EXPIRES 6/11/06 By: Date i . j / ".'[ SCANNED OCT 08 2r--!r lop E Z C0 0 W U m M r\ M t4*4% 0 M� I� Fi+ ci lbw Q F- 0 u Q CL w A W z 0 J I, W I V CL 0 1 z z Z U) 0 a io 1�. • W I N d � L 0 > _ ~ w >, N r = tJ� W U Z p UU M J W =' rr� = W t � � N w Q N a!I �° Z PAVEMENT (SIIIDMiG) k Q, O o'E W Z v-+ V) o ENS IM EDGE OF fte" o W Q 0 U a g z pq H a ate' a rz S1 WE I UGW PER IANG OOIWIY D.O.T. Q °°. E W d o a �4 d C �I C LL d � L 0 > _ ~ w >, N r = tJ� W U Z p UU M J W =' rr� = W t � � N w Q N q.-Nno- Mr. t a � a n n n n n n ism am 37 0 32, i av : w \0�� \\N\N\\\ N\\ \ \� \ \\ \ \ \ \ ON -SITE STREET LIGHTING PLAN STONE RIDGE A PORTION OF THE SE 1/4 OF SEC. 3, T.23, RZE, W.M., KING COUNTY, WASHINGTON TL 430 43 v O r �♦ l ♦ 1 1 � ®r buI 46 ,"'28. Off/ :tl , _ �%% , \ \ • I s 4, s OL 2706 ISTING PSE 20 1 r ND ............ o pf'11/1C'D DA1 C FO5' WIDE SIDEWALK, CENTER POLE BASE TO BE SET IN SIDEWALK AT 6.5' FROM FACE OF CURB 5' SIDE WALK 5 42' TRAVEL WAY Lz _ - 16 THRU LANE 5' SIDE \1 ' . 12 - q 4 THICK CEMENT WALK .� ` _ 0, IPA �� .�, • .y 'fie 1 j • - - - -_ ..,.��..._.. 24" MIN. COVER -/ _/ CONDUIT 1.5' FROM BACK OF CURB JYMAL 1 -IVAV ECTION WITH b 1 f1GET UGHT SCALE: 1'.10' w �I II 29 ; I I LUMEC LUMNAFE DETAIL w •2.'S r 1 ♦ 1' a •- �. �'� � 100 WATT ZENITH Z14 LUMINAIRE W/ ASYMMETRICAL ACRYLIC REFRACTOR c AND FN 10 DECORATIVE FMNAL ON P 13M FLUTED ALUMMN U POLE W/ 850 BASE. File: P:\11000s\11189\engineering\plot\11189—SL2.dwg Dote /Time: 11/15/2004 14:51 Scale: 1 -50 padgar Xrefs: 11 189— RB,ali,1 1189—s.1 1 189 —t, . RILL 1'9;.7 FR 0.24 a!I -EECEPA _ � PAVEMENT (SIIIDMiG) 0Q z� W Z v-+ V) o ENS IM EDGE OF fte" o W Q 0 U a g W MW OF PANEMEHT a n' S1 WE I UGW PER IANG OOIWIY D.O.T. W d m d NZ ONO0D TYPE 7110 J_so x PER WS0101 STMIQAROS I� Dam IOC mm cow x aoao / Do1K ooNaxr . q.-Nno- Mr. t a � a n n n n n n ism am 37 0 32, i av : w \0�� \\N\N\\\ N\\ \ \� \ \\ \ \ \ \ ON -SITE STREET LIGHTING PLAN STONE RIDGE A PORTION OF THE SE 1/4 OF SEC. 3, T.23, RZE, W.M., KING COUNTY, WASHINGTON TL 430 43 v O r �♦ l ♦ 1 1 � ®r buI 46 ,"'28. Off/ :tl , _ �%% , \ \ • I s 4, s OL 2706 ISTING PSE 20 1 r ND ............ o pf'11/1C'D DA1 C FO5' WIDE SIDEWALK, CENTER POLE BASE TO BE SET IN SIDEWALK AT 6.5' FROM FACE OF CURB 5' SIDE WALK 5 42' TRAVEL WAY Lz _ - 16 THRU LANE 5' SIDE \1 ' . 12 - q 4 THICK CEMENT WALK .� ` _ 0, IPA �� .�, • .y 'fie 1 j • - - - -_ ..,.��..._.. 24" MIN. COVER -/ _/ CONDUIT 1.5' FROM BACK OF CURB JYMAL 1 -IVAV ECTION WITH b 1 f1GET UGHT SCALE: 1'.10' w �I II 29 ; I I LUMEC LUMNAFE DETAIL w •2.'S r 1 ♦ 1' a •- �. �'� � 100 WATT ZENITH Z14 LUMINAIRE W/ ASYMMETRICAL ACRYLIC REFRACTOR c AND FN 10 DECORATIVE FMNAL ON P 13M FLUTED ALUMMN U POLE W/ 850 BASE. File: P:\11000s\11189\engineering\plot\11189—SL2.dwg Dote /Time: 11/15/2004 14:51 Scale: 1 -50 padgar Xrefs: 11 189— RB,ali,1 1189—s.1 1 189 —t, . RILL 1'9;.7 FR 0.24 J'/ �o a W .w I a z O F a U O J ct 0 LL XO 3 N Y -EECEPA _ � PAVEMENT (SIIIDMiG) 0Q z� 0 V ENS IM EDGE OF fte" - - - - - - - - - � W W MW OF PANEMEHT n' S1 WE I UGW PER IANG OOIWIY D.O.T. W TYPE ONE J-90S PER MOT STS m d NZ ONO0D TYPE 7110 J_so x PER WS0101 STMIQAROS I� Dam IOC mm cow � OQ004P-, Z / Do1K ooNaxr . Dab IwNJm= W W. Dow POLE Wow 2000A J'/ �o a W .w I a z O F a U O J ct 0 LL XO 3 N Y u") 04 04 W L0 00 W qt N qt b� J Olt 4 W s Jv i COW ��D AN 2 : 2 our 9 71O. - Spy O O It Z E W V EXPIRES 11 06 I _ � 0Q z� 0 V � W W n' W d NZ ONO0D OQ004P-, Z (7) 00 W W n Q r Z rA u") 04 04 W L0 00 W qt N qt b� J Olt 4 W s Jv i COW ��D AN 2 : 2 our 9 71O. - Spy O O It Z E W V EXPIRES 11 06 I M I rte_ 1 r� l v J I � w w W c0 0 o F J � LU LLj A O I t F-- W W W W 4 � ✓1 vi I CL CL Q. ru �g MNERAL NOTES I. PHOTOMETRIC CALCULATIONS ARE PER BCE DESIGN REPORT DATED NOVEMBER 13, 2004. MAXIMUM LUMINAIRE SPACING ON NE 171H STREET AND Kf15Ap PLACE NE IS 165 R. (ate How NEAR SIDE OR TWO Rows STAGGERED WITH RESPECT TO carratuNE). MAXIMUM LUMINANCE SPACING ON 11T. BAKER PLACE NE. AR. BAKER AVENUE NE, LYONS AVE. NE, AND LYONS PLACE NE IS 200 it 2. FINICIIOIiAL (X/►SSIFIG11011 OF ALL ON -SITE STREETS: LOCAL RESDENIIAI. 3. ALL STREET LIGHTING SFINL BE M ACCORDANCE NIIIFI CITY OF RENTON AND ION6 COUIIIY DOT STANDARDS AND SPECIFICATIONS. 4. CONDUIT RUNS Pl/YCm IN BACK OF SDEMAII( SFIAIl FMVE 24' MIN. COVER. STREET CROSSINGS SHALL HAVE JO' YIN. COYER. 5. TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CRY OF RENTON AND WS00T SPECIFICATIONS AND APPROVED BY THE CITY ENGINEER. & ALL EXISTING TWO PROPOSED UINJIIfS SFIALL RUM UNDERGROUND ALONG SITE FRONTAGE ON -SITE STREET LIGHTING NOTES AND DETAILS Q v) CITY OF RENTON o STMDAW PLAND o SHOWN ON SHEETS S12 & SU N a C NM Tff Le- a. ° E JR -02 S'TAINDMII6`1 30 FT. DAVIT POLE JR-05 MAST AN WIRING DETAIL ,p W W a a JR-06 TYPICAL LIGHTING UNDERGROUND SYSTEM cp ° JR -07 CONCRETE PAD DETAILS W �C M E JR--09 STREET LIGHT CONTRACTOR CABINET '�. E AND CABINET FOUNDATION ,c°-'�4_ JR -10 STREET LKNW CONTRACTOR CABINS? SICHEMTIC �' C c" as JR-11 TYPE III SERVICE CABINET JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS 'Mon JR -36A TYPICAL CONCRETE PAD DETAILS o OV a ' JR -36 JUNCTION BOX DETAILS R SCHEDULE i SERVICE MAIN BRANCH CONTRACTOR REMARKS AND CIRCUITS BREAKER BREAKER AMPS md, I I AMPS AMPS 4 Z Z �A J SERVICE 100* W Y fC o ~ Z CIRCUIT A 30 30 ON -SITE Q CIRCUIT 8 30 1 30 1 148TH AVE. SE * SIZED FOR FUTURE ILLUMINATION LUMNAIRE SCHENJUD a LUMINAIRE TYPE III NUMBER STATION DIST - WATT'S CIRCUIT MTG. HEIGHT BASE PLATE MAST ARM BASE POLE No. REMARKS 6 p W W W g da 1+15.00. 22.5'RT M -C -II -100 A 14 STANDARD 0' (ZERO) CITY OF RENTON 26958 (1) (4) V3 n 2 +75.00, 22.5'RT M -C -MI -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 27098 (1) i, COE te-") 4+35.00. 22.5'RT M -C -II -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27038 (1) ;9 CIS CIS CIS 3 6 +00.00, 22.5'RT M -C -11I -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 26988 (1) W 'r' $ N 7 +65.00. 22.5'RT M -C -IM -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 26978 (1) _ O cr 9 +30.00. 22.51LT M -C -IM -100 A 14' STANDARD 0' (ZERO) CITY OF RELATION 27008 (1) IQ 10+90.009 85.11T M -C -IM -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27028 (1) 2 +50.00, 22.5' M -C -II -Too A 14' STANDARD W (ZERO) CITY OF RENTON 26998 (1) 14+10.00, 22.51T M- C- 111 -100 A 14' SIANIM D 0• (ZERO) CITY OF RENTON 27048 (1) 1� 2 +36.90. 1741T M-C -II -100 A 14' STANCIARD 0' (ZERO) CITY OF RELATION 27018 (2) Nt 4+02.05, 12r M-C -I1 -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 27068 (2) 5+17.57, 162'LT M- C- IF-100 A 14' STANW O Of (ZERO) CITY OF RENTON 27058 (2) Q 7+53.23, 13rLT M-C -M -100 A 14' STANOM RD W (ZQi0) CITY OF RENTON 27078 (2) Q 13+50.009 2&5'L M-C-II -250 a 35' STANDARD Ir CITY OF RENTON 2684E (3) 0 15+05.00, 27.5'L M- C- 11-250 a 315' STN OW Ir CITY of RENTON 270OF (3) 1 LUNEC Z14- 100" -3 - 240- SFZ4 -1 -P1 14- () SIC 35Ar Rolznc- FNlo -e6o (z14�.Iw). CO11- ,Tp cr To CITY OF RENM srANDA,�os. (2) LUMEC Z14- 100" -3., C- 240- SFZ4- 1- P135A- 14- ROQT1c- FN10 -00 (Z14.3J=). Teo CITY OF FOM STANDAR sf -- (3) OOI�T111JCT 70 CITY OF I��ITONU � OOIAIITY DOf STIII 1A21FMC3) (100d.iw). '� • ''� I a (4) PWALL PM010C PER CITY OF REN10N ST1II0 MN.1� 7 w MA&') File: P:\11000s\11189\engintering\plot\11189-SL3.dwg Dote /Time: 11/15/2004 14:52 Scole: 1 =40 podgor Xrefs: 1 1 189- SLB,oli, 0 4 [BEURTN .M.I. -,- B.M.I. EURTN sA M&W 1 20A t.1G+'t 4 A c e UGH7111 c c 201 I l 201 STONE RIDGE i' ............. ........... .............. CITY OF RENTON SUBMITTAL STREET LIGHT CONTACTOR CABINET N.T.S. d f • Y 7 wM MIN r r . S10MA�. 2" r-- UGM" CITY OF RENTON SUBMITTAL NOTES: 225 AMP COPPER BUSSING 18 PLC PANNEL 49. 223 AMP COPPER BUSSM1 18 PLCS. PANNEL C.N. 2P 100 AMP MAIN (BAB2100) 50. C.H. 2P 100 AMP MAIN (BAB2100) C.H. 2P 20 AMP BREAKER (BA82020) 51. C.H. 2P 20 AMP BREAKER (BAB2020) C.H. i P 50 AMP BREAKER (BA81050) 52. C.H. 1 P 50 AMP BREAKER (BA81050) C.H. 1P 20 AMP BREAKER (BAB 1020) 53. C.N. 1 P 20 AMP BREAKER (BAB 1020) C.H. 1P 15 AMP BREAKER (BAB1015) 54. C.H. 1P 15 AMP BREAKER (BAB 1015) . 55. MILPANK METER ENCLOSURE' (MS- 24 -TB) - 56. HUBBELL SWITCH (CS1201 -1) n n 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -1) SQUARE D LIGHTING CONTACTOR 58. SQUARE D LIGHTING CONTACTOR era (981 ODPA32W2UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) c� 64. STAINLESS STEEL HANDLE DEAD DOLT LOCK "BEST" (50RL2 -626) 65. DEAD BOLT LOCK "BEST" (5L7RL.2 -626) SQUARE D TERMWAL BLOCK 66. SQUARE D TERMINAL BLOCK erren 67. SQUARE D END CAP el�ll n 70. 1 "X.25' GASKET en ownwowe rAwswa." III alp I� FAAWYNO .11 INN 7)', d of IoxroN �� . + win e�er�Ienelleeele / 000 IROKOTIft Ti rNAWW %mm T - �=- 21nlS4 1 iu. T1 $*%on arm w NIII�Lp , AM INi rOWN N awwr Trllc r1lallr No uIIG pt N114 s o ar �e 19 l W_r1wn11a1 I NOW AL a 1 I-0- - Da wl+" su" >Q 11E :WM111.0' r STREET LIGHT CONTACTOR CABINET N.T.S. d f • Y 7 wM MIN r r . S10MA�. 2" r-- UGM" CITY OF RENTON SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.N. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BA82020) F 52. C.H. i P 50 AMP BREAKER (BA81050) I 53. C.H. 1P 20 AMP BREAKER (BAB 1020) E� 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. . d I• n n n `.�--Il�raln `.fi, � . =1.iii ' " aes�eleeeeeeleelerla•eeal SQUARE D LIGHTING CONTACTOR N era ©ae�el rr��r- --:�Il III ■IOrswiner�•.�nenneeel�c� 65. DEAD DOLT LOCK "BEST" (50RL2 -626) 66. SQUARE D TERMWAL BLOCK IIS� erren erg el�ll n n en errAl III alp SCHEME 80 aM A in win e�er�Ienelleeele / 000 I��i!"�IIA!"l�■•s��Iertlee��el ■aerllIler1 n rte!„ II 1■■f �_ s• eI■�Inaelrell� ee� ��m e■le■ ■eeetr i NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.N. 2P 100 AMP MAIN (BAB2100) 51. C.H. 2P 20 AMP BREAKER (BA82020) F 52. C.H. i P 50 AMP BREAKER (BA81050) I 53. C.H. 1P 20 AMP BREAKER (BAB 1020) E� 54. C.H. 1P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) 56. HUBM I SWITCH (CS1201 -1) 57. GFCI. RECEPTACLE 20 AMP (L.EVITON 6898 --1 58. SQUARE D LIGHTING CONTACTOR N (98100PA32V02UI) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE 65. DEAD DOLT LOCK "BEST" (50RL2 -626) 66. SQUARE D TERMWAL BLOCK 67. SQUARE D END CAP 70. 1 "X.25" GASKET oaenwc 01- w IN.ra fro 11�Y 1�71dt ANNN0�1' so �111111ilC . A"gW w1 On POW 91 I TA( M l41111111111111111t i IRA ��IIs011�� A DO 014411*a a na I1IMPIMW W W40#VW 1 14110c"N", W. MQ n sAww" oC{:1i NOT 1 w MIAl�tf'M '111r11�1 me Vt N Oft TO THM 94MICATIONS FUSE KITS QUICK DISCONNECT I 10 AMP IN LINE FUSE KITS -TO LUMINAIRE S E.C. OR EQUAL TYPICAL DESIGN 'B' JUNCTION BOX 1/4" MINIMUM GROUND LUG DRAIN HOLE SPLICE KITS CLEAR EPDXY 2" MIN. GROUT TOP OF CONCRETE FOUNDATION TO SP C KITS ON ALL THRU I BE LEVEL 1M TH TOP OF SIDEWALK WIRE UNS UNDER POLE BASE 4' CONCRETE, PAD OR CURB. 5" 90 11 II X18 BARE COPPER it II GROUND WIRE I I I GROUND I I I1 CLAMP I I I II II 4• II II II II PVC L,. 4DUIT II II SYSTEM I I I I 2 - LIGHTING SYSTEM c J WIRES TO CONTACTOR (SIZED AS REO'D.) CONCRETE FOUNDATION 5/8 "x8' COPPER CLAD 3' SD. OR DIAL GROUND ROD TYPICAL LIGHTING UNDERGROUND SYSTEM NTS -CITY OF RENTON STD. DRAWING No. JR -06 TYPICAL LIGHT BASE AND JUNCTION E30X CONCRETE PAD 3'- 0" -7'-0' VARIABLE MIN. ..�- a 0 4 • O l V.-.1 - - ' - - - - FRONT VIEW NNE VIEW TYPICAL JUNCTION B,,DX ,B' 1 CONCRETE PAD I I • I I I I I FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX* 'C' 4' -Q" CONCRETE PAD Fly 4 ' T I I I I I I I I L - - - - - - - - - J- - - ---I FRONT VIEW SIDE VIEW TYPICAL CONCRETE PAD DETAILS NTS -CITY OF RENTON STD. DRAWING No. JR -36A LIGHTING STANDARD Sc JUNCTION BOX 7' a0 ov D °pv O j a0i o p Ov e O O e a O >J� l 4 O x o v 0,v D 4° v c A4 evd f po ♦ O w 1 ? o I p l O p = ♦O 3 O 0 4 o i Da ' D e 0 e v e 0 0 STREET LIGHT POLE JUNCTION 80X PLAN VIEW INDIVIDUAL JUNCTION BOX STREET LIGHTING CONTRACTOR CABINET SCHEMATIC O v 0,0 ° a N.T.S. O ♦ ° a f�� D 4 40b ? D = De 4 00 COPCK.=Q9 SCHEDULB RUN z VN Comm ooNOUCiae cONoWr REMARKS d p PSE s No. z r we scMmuE ao iuuANNAnoN N A s Mo. a f PC SO4EME so 111 I.,TION N A a No. a I.W we EnuF eu uuO"TION Z 041 3 No. e PC SCHEME 00 3 No. 12 J AND PH010CELL Q w s ft e PC SCHEME 80 aM A 3 No. • 1.S' PVC 9CNEpUIF so �LIlMM110N ROLL 1'9,.7 r] NOTE: o ° D CLASS '8' CONCRETE TO BE USED O ► o I>v v v IN CONSTRUCTION OF PAD PLAN VIEW t' QQN991,1� TES O MSTAU LUAMIAW FOIAiA=k HAM REPIES 21 POLE, MAST ARM. FMIIJIE OOO Mo AND AMM WK PER CITY OF RENTON STAOMIMIO PLAN JR-M ^- ft A!-M 1At-o7, &-fib AM A 3K ME SHMM 22, SL& 8p: O MSTALL TYPE '1' 120/2W SERVICE COW fOW PER CITY OF REI 1 STIMiN• PLANS JR-OA, JR -10, NO JR -11. CANET 3ftL K SIMAE MODEL 477004 3E MAIER XHIV LE ON THIS •SET, SWAM FM ON 91= %2p Sr NO SO= q00 OED ON IOW i2. � 03 Mix COOMIIR TO Mw on Ear SOIAm OO�ri1E N11M PTT SM 00111111 FOR 311R= C0110119111. or FR 0 =25 TYPICAL CONCRETE PAD DETAILS ADOPTED CITY Or RENM STANDARD PWUS [ST DATE 11/7/96 DWG. NAME: JR- 36A SP PAGE: JO 15 SIDE VIEW 4" DEEP CONCRETE PAD DETAIL NTS -CITY Of RENTON STD. DRAWING No. JR -07 .f f • i rr i ' • T • • CIO 04 ly hid 0 LL I/ 7 /0:" �►�1 SAp�P �F N A $ y/ CPO A. a Oda S � ��, 24061 0� NA L E EXPIRES 11 W oM. V m O AN ; 2 • z VN W :3 x a d p W QONONO N Z �K Z Q) CD 00 Z W N < I I 3 in kn W Z CSI CNI u') Z 041 Y . qt � �I v d► ;# J Z W / 000 I/ 7 /0:" �►�1 SAp�P �F N A $ y/ CPO A. a Oda S � ��, 24061 0� NA L E EXPIRES 11 W oM. V m O AN ; 2 • M M 1 a- c rJ C � O � U 0 a° n� va Q n �C c Ia 3Q W Ull a cn � Yx 0 a 'E wpm "lob 0. :5 �I C CL CL ` Q. O � � y J , LLJ 38 C O 27048 ' N Q w 14 00 37 (1) Z tp aD � to lu- O 39 I , c c m 36 F- t0 _- 00 \ 32 a° s c J 'L II i R � � a n� va Q n �C c O 0 E 3Q W 401 a cn � Yx c ° E a 'E E •C �I C _° ° s c J 'L II i R � � a s 81 ir uz !Q!Q rp 43 � �o 46 ,QS 1.5' FROM BACK OF SIDEWALK TO CENTEI OF LUMINAIRE BASE 42' TRAVEL WAY ANE I 16' THRU LANE AS -BUILT ON -SITE STREET LIGHTING PLAN -- - -- STONE RIDGE 1 :50,`-' A PORTION OF THE SE 1/4 OF SEC. 3, T23, R,5E, W.M., 0 25 50 100 KING COUNTY, WASHINGTON JV 29 24" MIN. COVER J CONDUIT 1.5' FROM BACK OF CURB TYPICAL ROAD SECTION WITH STREET LIGHT SCALE: 1 "= 10' \J i� 24.25" 1 � n' j. 14.0' a LUMEC LUMINAIRE DETAIL BY� 1"=2.50 By: r7 N 100 WATT ZENITH Z14 LUMINAIRE W/ ASYMMETRICAL ACRYLIC REFRACTOR AND FN 10 DECORATIVE FINIAL ON P 13M FLUTED ALUMINUM POLE W/ 850 BASE. BY: wo r ROLL 20 � LEGEND: PROPOSED PAVEMENT (SHADING) EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT - PROPOSED STREET LIGHT TYPE ONE J -BOX PER WSDOT STANDARDS TYPE TWO R • J —BOX P om &S 401 Yx a a yz LLJ O N Go N N Q tp aD � to �n t m s 81 ir uz !Q!Q rp 43 � �o 46 ,QS 1.5' FROM BACK OF SIDEWALK TO CENTEI OF LUMINAIRE BASE 42' TRAVEL WAY ANE I 16' THRU LANE AS -BUILT ON -SITE STREET LIGHTING PLAN -- - -- STONE RIDGE 1 :50,`-' A PORTION OF THE SE 1/4 OF SEC. 3, T23, R,5E, W.M., 0 25 50 100 KING COUNTY, WASHINGTON JV 29 24" MIN. COVER J CONDUIT 1.5' FROM BACK OF CURB TYPICAL ROAD SECTION WITH STREET LIGHT SCALE: 1 "= 10' \J i� 24.25" 1 � n' j. 14.0' a LUMEC LUMINAIRE DETAIL BY� 1"=2.50 By: r7 N 100 WATT ZENITH Z14 LUMINAIRE W/ ASYMMETRICAL ACRYLIC REFRACTOR AND FN 10 DECORATIVE FINIAL ON P 13M FLUTED ALUMINUM POLE W/ 850 BASE. BY: wo r ROLL 20 � LEGEND: PROPOSED PAVEMENT (SHADING) EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT - PROPOSED STREET LIGHT TYPE ONE J -BOX PER WSDOT STANDARDS TYPE TWO R • PE WSDOT STANDARDS Dote: SERVICE CABINET POWER SOURCE Dote: CONDUIT Dote LUMINAIRE NUMBER Dote POLE NUMBER FR226 z J z O 2000A AS -BUILT STREET LIGHT AS -BUILT TYPE ONE J-BOX AS -BUILT TYPE TWO J -80X AS —BUILT SERVICE CABINET AS —BUILT POWER SOURCE AS —BUILT CONDUIT EXISTING PSE (PUGET SOUND r� ENERGY) POWER POLE T01 REMAIN. m 0 3r A2 T'-' J/ 73C6 I Fj 8 ri) 9 Z O Z � 3 x z O Q U O J 0 U- �j Z COO) ~ UOb W � a 00 3 O W w o In Es qF_ a) N W Y _ 0 L) � Z O ZUJ w a4 Z L- Z LJ W 15 g Z a O CN 00 c Z 5 Z 0) co 00 W Z UJ 3: In L0 ca Z Ln � 11') lC) W 04 Z N CN J (10 LLJ v- Y om . U (n \. Owl. ► gJ 8 co VJ � � a � Qy s Ui �L o W Q. u `I cv v t W n I A 70 .v I T) _v X U n I ci 0 Q n Vi lol n V t a 3 v v J n a r �O 0 0 r �o D i O z m ui U m 4 J —BOX P FR226 z J z O 2000A AS -BUILT STREET LIGHT AS -BUILT TYPE ONE J-BOX AS -BUILT TYPE TWO J -80X AS —BUILT SERVICE CABINET AS —BUILT POWER SOURCE AS —BUILT CONDUIT EXISTING PSE (PUGET SOUND r� ENERGY) POWER POLE T01 REMAIN. m 0 3r A2 T'-' J/ 73C6 I Fj 8 ri) 9 Z O Z � 3 x z O Q U O J 0 U- �j Z COO) ~ UOb W � a 00 3 O W w o In Es qF_ a) N W Y _ 0 L) � Z O ZUJ w a4 Z L- Z LJ W 15 g Z a O CN 00 c Z 5 Z 0) co 00 W Z UJ 3: In L0 ca Z Ln � 11') lC) W 04 Z N CN J (10 LLJ v- Y om . U (n \. Owl. ► gJ 8 co VJ � � a � Qy s Ui �L o W Q. u `I cv v t W n I A 70 .v I T) _v X U n I ci 0 Q n Vi lol n V t a 3 v v J n a r �O 0 0 r �o D i O z m ui U m 4 \. Owl. ► gJ 8 co VJ � � a � Qy s Ui �L o W Q. u `I cv v t W n I A 70 .v I T) _v X U n I ci 0 Q n Vi lol n V t a 3 v v J n a r �O 0 0 r �o D i O z m ui U m 4 u `I cv v t W n I A 70 .v I T) _v X U n I ci 0 Q n Vi lol n V t a 3 v v J n a r �O 0 0 r �o D i O z m ui U m 4 n I A 70 .v I T) _v X U n I ci 0 Q n Vi lol n V t a 3 v v J n a r �O 0 0 r �o D i O z m ui U m 4 I J V I N Q_ Q_ Z cl) J rui0c Q Q Z t6 O � z z O AS�BUILT ONE RIDGE FUSE KITS QUICK DISCONNECT ST 10 AMP IN LINE FUSE KITS S E C OR EQUAL GENERAL NOTES: 1. PHOTOMETRIC CALCULATIONS ARE PER BCE DESIGN REPORT DATED NOVEMBER 13, 2004. MAXIMUM LUMINAIRE SPACING ON NE 17TH STREET AND KITSAP PLACE NE IS 165 ft. (ONE ROW NEAR SIDE OR TWO ROWS STAGGERED WITH RESPECT TO CENTERLNE). MAXIMUM LUMINAIRE SPACING ON MT. BAKER PLACE NE, MT. BAKER AVENUE NE, LYONS AVE. NE, AND LYONS PLACE NE IS 200 ft. 2. FUNCTIONAL. CLASSIFICATION OF AL ON -SITE STREETS: LOCAL RESIDENTK_ 3. ALL STREET UGH71NG SHALL. BE IN ACCORDANCE WITH CITY OF RENTON AND KING COUNTY DOT STMIDARDS AND SPECIFICATIONS. 4. CONDUIT RUNS PLACED IN BACK OF SIDEWALK SHALL HAVE 24" MIN. COVER. STREET CROSSINGS SHALL HAVE 30" MIN. COVER. 5. TRAFFIC CONTROL PLANS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF RENTON AND WSDOT SPECIFICATIONS AND APPROVED BY THE CITY ENGINEER. 6. ALL EXISTING AND PROPOSED UTILITIES SHALL RUN UNDERGROUND ALONG SITE FRONTAGE. s BREAKER SCHEDULE: .r c, .G Q SERVICE MAIN BRANCH CONTRACTOR REMARKS o AND CIRCUITS BREAKER BREAKER Amps AMPS AMPS 7 49. 225 AMP COPPER BUSSING, 18 PLCS° PANNEL CITY OF RENTON C.H. 2P 100 AMP "N (BAH2100) 51. C.H. 2P 20 AMP BREAKER (BAS2020) STANDARD PLANS: M Q C.N. 1 P 20 AMP BREAKER (BAB ; 020) SHOWN ON SHEETS SL2 & SL3 C.H. 1 P 15 AMP SPEAKER (BAB 1015) 55. MILBANK METER ENCLOSURE (MS- 24 -?B) - 56. HUBBELL SWITCH (CS1201 -1) 57. GFICI. LE 20 AMP (LEVITON 6898 -I 1 58. No. " 4 (981ODPA32VC2Ul) M SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 0 JR -02 STANDARD 30 FT. DAVIT POLE DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. N JR -05 MAST ARM WIRING DETAIL c 30 Z VL •C � L '- 0 °E JR -06 TYPICAL LIGHTING UNDERGROUND SYSTEM u E-4 3 '� >4 U JR -07 CONCRETE PAD DETAILS 1.5' PVC ©IIIIIIIIIIIIIII,� N.LUAIINATION JR -09 STREET LIGHT CONTRACTOR CABINET OzTACJM RING N ;iASE C0 m 011104 tlli D' A R 1802 -OP- 2185164 1 Flic ? AND CABINET FOUNDATION M WFAC7U Pthl , /IC MIO ft" S Slifii1 mso'. ['Od3 NC1 VMN QYY htEKKI AL -AZAp �r THE VX f To =E $AL OR SM t1�1A1 is MW W on"alt WDWARE °' o � JR -10 STREET UGHTING CONTRACTOR CABIN ET SCI 40LOR. ALL MIMS" WORKING !}R/►IIMNGS BUILD DOE: OG"T 24, 2002 PAS: Ot': TO THESE SPECIFICATt� No. E AND PHOTOCELL JR -11 TYPE III SERVICE CABINET �.: 3 E E JR -35 LIGHT BASE AND JUNCTION BOX LOCATIONS 30 148TH AVE. SE JR -36A TYPICAL CONCRETE PAD DETAILS 3 No. v 1.5' PVC =� LLUMIWITION a JR -36 JUNCTION BOX DETAILS s BREAKER SCHEDULE: .r c, .G Q SERVICE MAIN BRANCH CONTRACTOR REMARKS o AND CIRCUITS BREAKER BREAKER Amps AMPS AMPS 7 of v B.M.I. EURTN I I �.I I I r Qr , _ rpr �u I .3 • u 0 TYPJ , T.00 0-MI-25 rYp nrP CITY OF RENTON SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING, 18 PLCS° PANNEL -_ -- 50. C.H. 2P 100 AMP "N (BAH2100) 51. C.H. 2P 20 AMP BREAKER (BAS2020) SERVICE 100* _ - 53. C.N. 1 P 20 AMP BREAKER (BAB ; 020) `54. C.H. 1 P 15 AMP SPEAKER (BAB 1015) 55. MILBANK METER ENCLOSURE (MS- 24 -?B) - 56. HUBBELL SWITCH (CS1201 -1) 57. GFICI. LE 20 AMP (LEVITON 6898 -I 1 58. SOUARE DECEPT LIGHTING CONTACTOR OR " 4 (981ODPA32VC2Ul) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE 0 TERMINAL BLOCK 67. CIRCUIT A '0. 30 30 ON -SITE �IIII� �� MI 8 3 No. mum BMW 1.5' PVC ©IIIIIIIIIIIIIII,� N.LUAIINATION Q NAME: REKN L 1 �i� OzTACJM RING N ;iASE C0 m : PMK C9LECTRIC L� Il � dV iQ Q'Vp1m QL SlIl xc D' A R 1802 -OP- 2185164 1 Flic ? MATERbA;' .125 5052-402 ALLJU TMs 04AMIG Q THE Pmm,v or iS1lowNrr�o CtiA a Tom: M WFAC7U Pthl , /IC MIO ft" S Slifii1 mso'. ['Od3 NC1 VMN QYY htEKKI AL -AZAp �r THE VX f To =E $AL OR SM t1�1A1 is MW W on"alt WDWARE 1Fi PMW mvrrEm QUANTITY: OON m or wwwNfw wft*ACRI fl!'. i'�IISF4: wtp.L SCALE . tVQN ORAWIIrG 40LOR. ALL MIMS" WORKING !}R/►IIMNGS BUILD DOE: OG"T 24, 2002 PAS: Ot': TO THESE SPECIFICATt� No. 12 AND PHOTOCELL N ; u CIRCUIT B 8 30 30 148TH AVE. SE A 3 No. 0 1.5' PVC =� LLUMIWITION a * SIZED FOR FUTURE ILLUMINATION . e I.LUMINAIRE SCHEDULE: LUMINAIRE TYPE III NUMBER STATION DIST -WATTS CIRCUIT MTG. HEIGHT BASE PLATE MAST ARM BASE POLE No. REMARKS 0 ZY a ® 1+15.00. 22.5'RT M--C- III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 2695B (1) (4) `� '•� Y °,c° `� ® 2 +75.00, 22.5'RT M -C -III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 27098 (1) Q 4 +35.00, 22.5'RT M -C- III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 27038 (1) = s ® 6 +00.00, 22.5'RT M -C -III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 2698B (1) CL 7 +65.00, 22.5'RT M -C -III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 26978 (1) a ® 9 +30.00, 22.5'LT M -C- III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 2700B (1) w O N � N 0 N ® 10 +90.00, 85.1 IT M -C- III -100 A 14' STANDARD 0' ( ZERO ) CITY OF RENTON 27028 (1) 00 ^ c , ® 12 +50.00, 22.5'RT M -C -III -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 2699B (1) 14 +10.00, 22.5'LT M -C -0I -100 A 14' STANDARD 0' (ZERO) CITY OF RENTON 2704B (1) 1� 2 +36.90, 174'LT M -C -16 -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 2701B (2) Q 4 +02.05, 127' M -C -NI -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27068 (2) 5 +17.57, 162'LT M -C -NI -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27058 2 ( ) Q 7 +53.23, 137'LT M -C -M -100 A 14' STANDARD Of (ZERO) CITY OF RENTON 27o7e (2) 13 +50.00, 28.5'L M -C -MI -250 B 35' STANDARD Be CITY OF RENTON 2684E (3) 15 +05.00, 27.5'L M -C -M -250 8 35' STANDARD as CITY OF RENTON 2708E (3) Z O 9 +89.12, 23.21'L M- C- 1111-250 B we STANDARD Be CITY OF RENTON 27848 3 () E e E •" 0 z u v (1) LUMEC Z 14- 100H -3-A- 240- SFZ4- 1- P135A -14- R'D2TX -FN 10-850 Z 14_3.iea . ( , •' c°2 CONSTRUCT TO CITY OF RENTON STANDARDS. (2) - 14- R02TX -FN10 -850 Q14-lies). CONSTRUCT TO CITY OF RENTON STANDARDS. ft (3) GENERAL ELECTRIC M -40OA2 LUMINAIRE WITH CUTOFF OPTICS MS ( CL25S 1A21 FIrIC3) (1006. its!). . CONSTRUCT TO CITY OF RENTON AND KING COUNTY DOT STANDARDS. C4 .- (4) INSTAL mamcELL PER CRY OF RENTON STANDARDS. of v B.M.I. EURTN I I �.I I I r Qr , _ rpr �u I .3 • u 0 TYPJ , T.00 0-MI-25 rYp nrP CITY OF RENTON SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING, 18 PLCS° PANNEL -_ -- 50. C.H. 2P 100 AMP "N (BAH2100) 51. C.H. 2P 20 AMP BREAKER (BAS2020) 52. C.H. 1 P 50 AMP BREAKER (BA81050) _ - 53. C.N. 1 P 20 AMP BREAKER (BAB ; 020) `54. C.H. 1 P 15 AMP SPEAKER (BAB 1015) 55. MILBANK METER ENCLOSURE (MS- 24 -?B) - 56. HUBBELL SWITCH (CS1201 -1) 57. GFICI. LE 20 AMP (LEVITON 6898 -I 1 58. SOUARE DECEPT LIGHTING CONTACTOR OR " 4 (981ODPA32VC2Ul) 61. SOUTHCO DOOR S.S. HINGE (F6 -3 -1) 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE 0 TERMINAL BLOCK 67. SQUARE D EN D CAP '0. 1 "X.25" GASKET 1 P 20 AMP coatllulam a ompowdu TO v=r'r ■ M iwtw�cnll�� IIII� �� MI 8 3 No. mum BMW 1.5' PVC ©IIIIIIIIIIIIIII,� N.LUAIINATION Q NAME: REKN L 1 �i� OzTACJM RING N ;iASE C0 m : PMK C9LECTRIC L� Il � dV iQ Q'Vp1m QL SlIl xc D' A R 1802 -OP- 2185164 1 Flic ? MATERbA;' .125 5052-402 ALLJU TMs 04AMIG Q THE Pmm,v or iS1lowNrr�o CtiA a Tom: M WFAC7U Pthl , /IC MIO ft" S Slifii1 mso'. ['Od3 NC1 VMN QYY htEKKI AL -AZAp �r THE VX f To =E $AL OR SM t1�1A1 is MW W on"alt WDWARE 1Fi PMW mvrrEm QUANTITY: OON m or wwwNfw wft*ACRI fl!'. i'�IISF4: wtp.L SCALE . tVQN ORAWIIrG 40LOR. ALL MIMS" WORKING !}R/►IIMNGS BUILD DOE: OG"T 24, 2002 PAS: Ot': TO THESE SPECIFICATt� STREET LIGHT CONTACTOR CABINET N.T.S. f 3.M.1. EURTN I LITY OF RENTON METER WE MAIN 1 20A .ICNTING A JCHMNG 8 JGHTING C GROUND 8AR JIN 20A TO PHOTO CELL 1sA TEST S1AIITCH f 20A � SUBMI ► TAL t UGHTMrG O �� =K >" tDCwtiole 3x fia _._. i�sew stllat { lOD1l fLiAD w ELO�C SiiL KYA DDWt7 �uRx. 20A `v oorwns i NOTES: 49. ■ o� REMARKS 50. C.H. 2P 100 AMP MAIN (BAB2100) F 51. C.H. 2P 20 AMP O0Pd4AA,A� � �� T O BREAKER (BA82020) p c i C.H. 1 P 50 AMP biamI JAYWANOM&W BREAKER (BAB105C.) i 53. C.H. 1 P 20 AMP BREAKER (BA81020) f �IIII� �� l i�••IIII�� 3 No. 8 1.5' PVC ©IIIIIIIIIIIIIII,� N.LUAIINATION Q A 3 No. 8 20 PVC SCHEDULE BO ILLUMINATION 3 No. 12 AND PHOTOCELL A IIIIIIIIII.IIII. No. 8 2' PVC SCHEDULE EO N,lUMINA1lON A 3 No. 0 1.5' PVC =� LLUMIWITION ._ UGHTMrG O �� =K >" tDCwtiole 3x fia _._. i�sew stllat { lOD1l fLiAD w ELO�C SiiL KYA DDWt7 �uRx. 20A `v oorwns i NOTES: 49. 225 AmP COPPER BUSSING 18 PLC PANNEL, REMARKS 50. C.H. 2P 100 AMP MAIN (BAB2100) F 51. C.H. 2P 20 AMP O0Pd4AA,A� � �� T O BREAKER (BA82020) p c 52. C.H. 1 P 50 AMP biamI JAYWANOM&W BREAKER (BAB105C.) i 53. C.H. 1 P 20 AMP BREAKER (BA81020) f • 54. C.H. i P 15 AMP BREAKER (8AB 1415} 55. MRA3ANK DETER ENCLOSURE (MS- 24 -TB) kA fai lco i f CunTr%u //�C �fA _ IN STREET LIGHTING--CONTRACTOR CABINET SCHEMATIC N.T.S. T3/�'30� CONDUCTOR SCHEDULE RUN `v .00�IIIIEl�D® FOR CIRCUR CONDUCTOR CONDUIT REMARKS I Q pSE 3 No. 2 3' PVC SCHEDULE eo ILLUMINATION '� W A a' 3 No. D 2' PVC SCHEDULE 80 ILLUMINATION A 3 No. 8 1.5' PVC SCHEDULE 80 N.LUAIINATION Q A 3 No. 8 20 PVC SCHEDULE BO ILLUMINATION 3 No. 12 AND PHOTOCELL A 3 No. 8 2' PVC SCHEDULE EO N,lUMINA1lON A 3 No. 0 1.5' PVC SCHEDULE Ep LLUMIWITION ROLL 20� TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WI RE UNS 4" CONCRETE PAD --� GROUND LUG - - TO L UL41 N AIRE 1/4" MINIMUM DRAIN HOLE- _ 2 MIN GROUT TOP OF CONCRETE f OUNDATION TO UNDLk POLE BhS': I BE LEVEL WITH TOP OF SIDEWALK OR CURB. rJ- il - FP SA.RF COPPER------- (,kOUN WIRL GROUND I I I I CLAMP I I I 4• II II li II PV(' CONDUIT SYrS I LM I I t l 2 - LIGHTING SYSTEM 1NIRFS TO CONTA( TOR (SIZEO AS REO'D.) CONCRETr FOUNDAnON U 5/8":,"' COPPER CLAD 3• SO. OR DIA. 0 GROUND) ROp TYPICAL LIGHTING UNDERGROUND SYSTEM NTS -CITY OF RENTON STD. DRAWING No. JR -06 TYPICAL LIGHT BASE AND JUNCTION BOX NCRETF PAD 3-0' VARIABLE - +- _ M'►I r i I � . T-I • FRONT VIEW SIDE VIFw TYPICAL_JUN TI N BQX 'B' r CONCRETE PAD I 1 FRONT VIEW SIDE VIEW TYPICAL -JUNCTION 9OX 'C' CONCRETE PADPAD 4", _` .. A =.2.%. � �T.i7� it •`• C..� 7A�� i I I TYPICAL CONCRETE. PAD DETAILS J o ADOPTED FRONT VIEW SIDE MEW ,• cmr of Rt7MN r STAND"D PWYS -- - - - - - -- - - �IV1� LST DATE 11/7/96 -- - _ -- _ I tiE�T By PR' DWG. NAME JR- 36A - _ SP PAGE. J015 - f__ TYPICAL CONCRETE PAD DETAILS NTS -CITY OF RENTON STD. DRAWING No. JR -36A O U- a W) F CL O co z w cr) 2 F CL ao 3 O LLj llj E 2 2 O C C44 � N � m LIGHTING STANDARD Sc JUNCTION BOX � 2 0 (n °a a. J _r LLJ doa G o v0 6 ID G Oa ° v e ov Oe D v p v �e ° -DTd > t; 4" 1,LEP Q fJ t o 1 ° C O 1 I I I 0 pOa ��° Z z W w p1 2 p �I I II ,7 ° r t �' W N 2 IJI I I 0 D 1 0 D z av 3' 1 O ° v A N N .0 0 4 0, 'I► III vo - `= O N 00 zc_r D o/ pO A d 1 /� S 00 N D n c vOtl l (u -° Z (3) CIS 00 W cr W 0. l I r.%% < Z U v D L 3: Lei Lr) Z Lf) N N z --- STREET LIGHT POLE to LO W JUNCTION 80X N Z co w N N -j Pt A N VIEW SIDEVI Y 4- .0/ v N INDIVIDUAL JUNCTION BOX °" ° °a DO °pro o �VA �Oh� s 0 0 � d� a a C ° v 4 Z 1, s e I %a ` Ilk� • is s J o 0 2 W NOTE: CLASS 'B' CONCRETE 10 BE USED Cn ��'Z IN CONSTRUCTION Of PAD i J� FLAN VIEW 1 CONCRETE PAD DETAIL I GOO NTS -CITY OF RENTON STD. DRAWING No. JR -07 C TK)N NOTES: �1 PWAL U9111NAIRE, FOUNDATION, WW SERIES 21 POLE, MAST ARM, FIXTURE CONOW, AND JUNCTION BOX PER CITY OF RENTON STMWD PLAN JR -02, JR-05, JR -06, JR -07, JR -35 AND JR -36A. SEE SHEET'S SL2, SL3. By: INSTALL TYPE 91' 120/240V SEERVICE CABNrET JOOS2 PER CFTY OF RENTON STANDARD PLANS JR -09, JR -10, AND JR -11. SERVICE CABINET SHALL BE SIMK MODEL 47700 -R. SEE WAKER 9CMEDULE ON THIS SHEET, STANDARD PLANS ON SFIEETS SLZ SL3, NO SERVICE CABINET DETAIL ON SHEET SL2. �3 ROUTE OONDUR TO PUGET SOUND ENERG1r POWER SOURCE. COORDINATE W H PUGET SOUND ENERGY FOR SERVICE CONNECTION. FR 227 is IF _N X v v 3 in 0 v I I ni O V) CO v cD 0 0 (V 0 0 E 0 v+ J Ln Q rn 00 0 i rn ac 0 •1 • 1/ • 4 `v .00�IIIIEl�D® FOR Dote: I V) + J we A. A�� o Dote W '� W Dft a' is IF _N X v v 3 in 0 v I I ni O V) CO v cD 0 0 (V 0 0 E 0 v+ J Ln Q rn 00 0 i rn ac 0 •1 • 1/ • 4 M M r x u N LJ ,N V J ^^I .J Cn ruJ i Q W Z W Q Z CO) 0 Z W j 0 O Z J m I m Q .r L. 225 AMP COPPER BUSSING 18 PLC PANNEL aai o C.H. 2P 100 .AMP MAIN (BA82100) w� c �E .. o -� O C.H. 1P 50 AMP BREAKER (BA81050) 3 ua C.M. I P 20 AMP BREAKER (BA81020) E� 54. C.H. 1 P 15 AMP BREAKER (BA81015) rT, ri F.� W CL MILBANK METER ENCLOSURE ',MS- 24 -T8) c" c HUBBELL SVVrrCH (CS1201 -1) :c, E wlwc:�e•�rttw E SQUARE D LIGHTING CONTACTOR a'o (9810DPA32V02UI) �E SOUTHCO DOOR S.S. HNGE (F6 -3 -1) fMON STAINLESS STEEL KINDLE j C c ccaww�ni�i!rn O y .r 1 t� 01 C4 • « 23'3` SHAFT Sized os required AS -BUILT ON -SITE STREET LIGHTING NOTES AND DETAILS 2" N. P S. �SIIPftTTER r x0 Y 4 V2 O.o. \ .188 WALL BRACKET S 9" R. ALVN. ALLOY 6063-76 1/2- BNC LOCKBOLT R. 18 - 8 S. S. FLUSH Joe*iT 4 112 0.0 TAPERED ALUM. POLE .see WALL ALLOY 16063-T16 SATIN GROUND FINISH 3 O *O` 11- TO 12- BOLT CIRCLE (4) t- 6NC GALV. STL. 4 1 /2 "Of BOLT ANCHOR BOLTS WITH ABOVE FINISHED NUTS ANO WASHERS GRADE. ,e" CONCRETE 151 HANOHOLE PAD. 4 "1 6- OPENING ROUND LUG W /COVER AND S.S. SCREWS t. 6- BASE FLANGE ALLOY .4i .r r•- 356 -T6 WITH BOLT v4-- COVERS 9 S.S. SCREWS II aa. STANDARD 30' DAVIT POLE NTS -CITY OF RENTON STD. DRAWING No. JR -02 :3.M.1. EuR-'N ata 1 M tttitr>r 20x1 -Xpfr 1s c GROUND ewe O , Q so t E 1' .,• sT , Qt ST @ I I� f O a o 2" N.P.S. SUPFI T TER " BRACKET ABLE L I 2' BY 3/4' REDUCING WASHER -3/4" ROAAEX CONNECTOR SING[ - OR DOUBLE. MAST WITH LOCKNUT ARM AS RF OUIRED Iij I 1 ' I +_ `-'()R DOORLE MAST ARM. INSTALL 2NU CABLE RE IACEN LUMINAIRES WHEN 801ti I ,IM!NAiRF `, ARE ON SAME CIfi:a11 VAST A<<N WIhINC, ") -,F Tnll III STRAIN RELIEF DETAIL NTS -CITY Of RENTON STD. DRAWNG No. JR -05 STONE RIDGE CITY OF RENTON SUBMITTAL O 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 .AMP MAIN (BA82100) C 51. C.H. 2P 20 AMP BREAKER (BA82020) OCD C.H. 1P 50 AMP BREAKER (BA81050) 53. C.M. I P 20 AMP BREAKER (BA81020) E� 54. C.H. 1 P 15 AMP BREAKER (BA81015) 55. MILBANK METER ENCLOSURE ',MS- 24 -T8) 56. HUBBELL SVVrrCH (CS1201 -1) ' wlwc:�e•�rttw 58. SQUARE D LIGHTING CONTACTOR 58. SQUARE D "ING, CONTACTOR (9810DPA32V02UI) ara�,�ain SOUTHCO DOOR S.S. HNGE (F6 -3 -1) 64. STAINLESS STEEL KINDLE 1' ccaww�ni�i!rn 66. SQUARE 0 ': ERMINAL BLOCK 67. SQUARE D END CAP w . =w =■ten 1 "X.25" GASKET �1 woar��n STS Room 11lOANIIIRYEAITt Lr, lm;n a6 1�1�owo tttlt�7► •] ww!'1 roe ; CITY Iry -0" . u 061 ri. : TAL:OMA Eli UAN AC C. C O WTRA, : P"K ELEr07TtTC 1141 MOO= ATB X#0HOlnW WA t WON ■��m rF t"1 tD O m CO w■n wl�wwlw` wlwlwlww�w • tp co r` cc to wl �wwwww w nwl IIw 1 t� 01 C4 • « 23'3` SHAFT Sized os required AS -BUILT ON -SITE STREET LIGHTING NOTES AND DETAILS 2" N. P S. �SIIPftTTER r x0 Y 4 V2 O.o. \ .188 WALL BRACKET S 9" R. ALVN. ALLOY 6063-76 1/2- BNC LOCKBOLT R. 18 - 8 S. S. FLUSH Joe*iT 4 112 0.0 TAPERED ALUM. POLE .see WALL ALLOY 16063-T16 SATIN GROUND FINISH 3 O *O` 11- TO 12- BOLT CIRCLE (4) t- 6NC GALV. STL. 4 1 /2 "Of BOLT ANCHOR BOLTS WITH ABOVE FINISHED NUTS ANO WASHERS GRADE. ,e" CONCRETE 151 HANOHOLE PAD. 4 "1 6- OPENING ROUND LUG W /COVER AND S.S. SCREWS t. 6- BASE FLANGE ALLOY .4i .r r•- 356 -T6 WITH BOLT v4-- COVERS 9 S.S. SCREWS II aa. STANDARD 30' DAVIT POLE NTS -CITY OF RENTON STD. DRAWING No. JR -02 :3.M.1. EuR-'N ata 1 M tttitr>r 20x1 -Xpfr 1s c GROUND ewe O , Q so t E 1' .,• sT , Qt ST @ I I� f O a o 2" N.P.S. SUPFI T TER " BRACKET ABLE L I 2' BY 3/4' REDUCING WASHER -3/4" ROAAEX CONNECTOR SING[ - OR DOUBLE. MAST WITH LOCKNUT ARM AS RF OUIRED Iij I 1 ' I +_ `-'()R DOORLE MAST ARM. INSTALL 2NU CABLE RE IACEN LUMINAIRES WHEN 801ti I ,IM!NAiRF `, ARE ON SAME CIfi:a11 VAST A<<N WIhINC, ") -,F Tnll III STRAIN RELIEF DETAIL NTS -CITY Of RENTON STD. DRAWNG No. JR -05 STONE RIDGE CITY OF RENTON SUBMITTAL NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 .AMP MAIN (BA82100) C 51. C.H. 2P 20 AMP BREAKER (BA82020) � 52. C.H. 1P 50 AMP BREAKER (BA81050) 53. C.M. I P 20 AMP BREAKER (BA81020) E� 54. C.H. 1 P 15 AMP BREAKER (BA81015) 55. MILBANK METER ENCLOSURE ',MS- 24 -T8) 56. HUBBELL SVVrrCH (CS1201 -1) ' wlwc:�e•�rttw 58. SQUARE D LIGHTING CONTACTOR 58. SQUARE D "ING, CONTACTOR (9810DPA32V02UI) ara�,�ain SOUTHCO DOOR S.S. HNGE (F6 -3 -1) 64. STAINLESS STEEL KINDLE 65. ccaww�ni�i!rn 66. SQUARE 0 ': ERMINAL BLOCK 67. SQUARE D END CAP w . =w =■ten 1 "X.25" GASKET �1 woar��n STS Room 11lOANIIIRYEAITt Lr, lm;n a6 1�1�owo tttlt�7► •] ww!'1 roe ; CITY Iry -0" . 061 ri. : TAL:OMA Eli UAN AC C. C O WTRA, : P"K ELEr07TtTC 1141 MOO= ATB X#0HOlnW WA t WON ■��m ww mm Awl ww tlR+A1Md BY: tt1E1t►ct Al.- A7I6 r t+tE RrDKT Ta MN(E t r:c alt tttlltct a mumEsom tm W wmcm w>rr w■n wl�wwlw` wlwlwlww�w wwwlww>twww ■'�I i w wl �wwwww w nwl IIw r Iwt NOTES: 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 50. C.H. 2P 100 .AMP MAIN (BA82100) C 51. C.H. 2P 20 AMP BREAKER (BA82020) � 52. C.H. 1P 50 AMP BREAKER (BA81050) 53. C.M. I P 20 AMP BREAKER (BA81020) E� 54. C.H. 1 P 15 AMP BREAKER (BA81015) 55. MILBANK METER ENCLOSURE ',MS- 24 -T8) 56. HUBBELL SVVrrCH (CS1201 -1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I 58. SQUARE D LIGHTING CONTACTOR 58. SQUARE D "ING, CONTACTOR (9810DPA32V02UI) 61. SOUTHCO DOOR S.S. HNGE (F6 -3 -1) 64. STAINLESS STEEL KINDLE 65. DEAD BOLT LOCK "BEST' (5L7RL2 -626) 66. SQUARE 0 ': ERMINAL BLOCK 67. SQUARE D END CAP 70. 1 "X.25" GASKET cowfllthllllll c to �A Tc WER •MEM Am I-A640211U.NT lit- OWNFIELD a[A.IA"UFI►C R2Nr�, INC. I On DIC70t'M AyL SWU M SH WA 011011 0n Rct dawmp -= DO DI1MI G a 144 oROPE111TY OF 9*00WELD tYMAN•AC%, *P4. ewe. VC frS ltluMMN :>= q 4 Mtf' W Rlt:l•TI TO WjQ sAE. OR 3101: WHAT .3 m WK of ttmoir -K Pom wRT--W OO 4KHT of 0Ott!ff1E1D 6WAIFAC'Mt;td' -. ' rrlrw NO.: ► ALL tttwcles+oMs WORKING DRAWINGS 601.1 ' ARE N facm i TO THESE SPECIFIC.AT ONS i SERVICE CABINET SCHEMATIC DETAIL NTS -CITY OF RENTON STD. DRAWING 42" MAX 24„ M :N 5 1 Liam i STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. PIPE CAP 2" GALVANIZED STEEL PIPE ROLL 20 � 10' -I i 8" FOR ALL ARTERIALS 2' MAN CLEARANCE FROM FACE OF CURB 10' MIN CEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS ADOPTED GTY Or >RC lap setl+M.rr plm. Urr DATE: 12/15/91 REVISION R DWG. NAME: GRO3 SP PAGE: G024 • r B.M.I. EURTN CITY OF RENTON E- SUIBMITTAL �A CEMENT •• 1 -112' CONCRETE -- CLASS 'B' ; ••. 51. C.H. 2P 20 AMP BREAKER (W2020') 5 /9th r' 1 -1/2' MINUS CRUSHED' ` ROCK' 'Sep 10' -I i 8" FOR ALL ARTERIALS 2' MAN CLEARANCE FROM FACE OF CURB 10' MIN CEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS ADOPTED GTY Or >RC lap setl+M.rr plm. Urr DATE: 12/15/91 REVISION R DWG. NAME: GRO3 SP PAGE: G024 • r B.M.I. EURTN CITY OF RENTON E- SUIBMITTAL �A Z 0 F- Q U 0 cr) Z 0 W) F = 2 g I a. Z m ~ Uone Z W cr) Q v SERVICE CABINET DETAIL � � NTS -CITY OF RENTON STD. DRAWING (L h J W Z v O cm J It NJ _D W r r 1 Im hie 73 0 or r) u 7 D 7 o� a V O -\ _ LL JU`:c-roN 90x OttrENStON TI{6LE t TYO L e t i1f 1'Ev TYPE 1 i - K T<!vtR . • 80FRWE a I TYPE 2 I i7 e 2c. is a Mwpn • 7' t r 72 t _ • `tin Z v L C ten_ S •'' t t 6 1 2- V Z W F ' .c W yr i • �.' 1 V) Glaox coin t IT _ Q. J a HIti1 & ar-t : /I 5/1 S 16 W < ; FZ- .: 1 2: t t 2 t 1/2- X 0 •t'Wort e�'o•ct'heM w -3 w -2 w -2 5 Me Aft All 4 ltnsions ort j"WW"WM. Esoct eonti9urOt.OAS vary omon9 drtterent moms +oeturers Z LL Z•� 9 l+•I •r _Itt ew: Ste attei Stt Otto1 Set Ckto;t The n01t0 lid thiettenera overall ntinipnums. Tht D•omond Potlern lop type t L�.I N J Z J or Tr?t 2 n 9"01 shalt be 2t7. minimum o1 over0tl tlwcleness Ile) (V CV _ I Lod a.tppoft ff" nbers ~ be melded to the trornt Q �r 0 -� �0�� fOncrltt O N Z oNOwcd A t1O. rr��'o +ceme�: Iona scs o 6 r 6 - w3 ■ n3 •e�eeC 0 CIO 04 � � t7 • ..t : more toOr�C weldr: • � t11/ tr,;rrlt, ti:l R exter noted N► tM contract. T 2 and Tppt 3 Saxes shoe Ot proNoed tntn ' 2' Otto N W W e.tensien Does v MAT wren noted i- :ht tor►troct. t I: . _ Type 2 Botts aro De provided .�.� 0 10' x 27 � /Z- ,0 ^ Q •-•- .-- Z � ' EC owete Heirs app,, yAy yo9 divider plate coatplet• .rift+ !osl ners •= In Lr) � Z � • :.eR+e C.: '+e Plate 1 - A1s6 Noel- concrete Bates may oe ttuDmtted tow opprovol. Evo'uot;OA rre rncludt cn M -2o CN CN Z - • • e % w. twct SIM C.: or 1.. yi load Test ^ r1 W •_ e oKTcW lawn, sit« - A N Z a1crors ( t %ge .J or It ASTW A - W Utz -OO 3eMrr --I, 8' Steel 1 r . I a cost on ,l CAMACTEO yE =A'l crt . t) i-� K•i� err► n+�c ttsT +o» ` e+ - S',%A.S TS l z Ir:VETaY IN"rrc sitit► s•stc� tLtYb •r ` _ R rot r sot L T C, -,c 0 -f C c 0 ^'•t 't Iot �►+ � W gJv ��w.vts�cw �w atX►ot _ JUNCTION BOXDETAILS NTS -CITY OF RENTON STD. DRAWING 140. JR -36 e FOR t 0� N Z C4 m ey: ooc9 W LLj ay; od 0 e m ,ca • -T �, y3 J -� 228 ~r 41 NOTES: I 49. 225 AMP COPPER BUSSING, 18 PLCS t PANNEL -- 50. C.H. 2P 100 AMP MAIN (BAB21 DO) 51. C.H. 2P 20 AMP BREAKER (W2020') 52. C.N. 1 P 50 AMP BREAKER (BAB 1050) f 53. C.H. 1P 20 AMP BREAKER (W I020) ` ')4. C.H. 1P 15 MAP BREAKER (EA81015) 55. MILBMK METER ENCLOSURE (MS- 24 -TB) - 56. HUBBELL SWITCH (CS 1201 -1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) 58. SQUARE D "ING, CONTACTOR (981 ODPA32VO2U1) c A 61. SOUTHCO DOOR S.S. HINGE (F6-,3-11 64. STAINLESS STEEL HANDLE I 65. DEAD BOLT LOCK "BEST" (50RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D ENO CAP 70. 11"X.25" GASKET 'rt'wt w �s to 1111111FI MUM Al8UW OwR STS Room 11lOANIIIRYEAITt 1�1�owo tttlt�7► roe ; CITY Iry -0" . 061 ri. : TAL:OMA Eli UAN AC C. C O WTRA, : P"K ELEr07TtTC 1141 MOO= ATB X#0HOlnW WA t -PURCHASE ORDER: 18902 -OIR- 2186164 its0iclmm&.C= .!MATERIAL- .1 3062 -MS? At,U11. 11s Owwxnc a M rtto�ti>Rty o► (lt#O�ItFZE(p COtATINCG MMItJFACttJtMt10. Itt{: Af0 R•S St >dpt :t7rFi I�r tlR+A1Md BY: tt1E1t►ct Al.- A7I6 r t+tE RrDKT Ta MN(E t r:c alt tttlltct a mumEsom tm W wmcm Im ON= ,.,rnu IAROWARE- tti0pmw OF WAmweemb m&mmm- nt>are r Z 0 F- Q U 0 cr) Z 0 W) F = 2 g I a. Z m ~ Uone Z W cr) Q v SERVICE CABINET DETAIL � � NTS -CITY OF RENTON STD. DRAWING (L h J W Z v O cm J It NJ _D W r r 1 Im hie 73 0 or r) u 7 D 7 o� a V O -\ _ LL JU`:c-roN 90x OttrENStON TI{6LE t TYO L e t i1f 1'Ev TYPE 1 i - K T<!vtR . • 80FRWE a I TYPE 2 I i7 e 2c. is a Mwpn • 7' t r 72 t _ • `tin Z v L C ten_ S •'' t t 6 1 2- V Z W F ' .c W yr i • �.' 1 V) Glaox coin t IT _ Q. J a HIti1 & ar-t : /I 5/1 S 16 W < ; FZ- .: 1 2: t t 2 t 1/2- X 0 •t'Wort e�'o•ct'heM w -3 w -2 w -2 5 Me Aft All 4 ltnsions ort j"WW"WM. Esoct eonti9urOt.OAS vary omon9 drtterent moms +oeturers Z LL Z•� 9 l+•I •r _Itt ew: Ste attei Stt Otto1 Set Ckto;t The n01t0 lid thiettenera overall ntinipnums. Tht D•omond Potlern lop type t L�.I N J Z J or Tr?t 2 n 9"01 shalt be 2t7. minimum o1 over0tl tlwcleness Ile) (V CV _ I Lod a.tppoft ff" nbers ~ be melded to the trornt Q �r 0 -� �0�� fOncrltt O N Z oNOwcd A t1O. rr��'o +ceme�: Iona scs o 6 r 6 - w3 ■ n3 •e�eeC 0 CIO 04 � � t7 • ..t : more toOr�C weldr: • � t11/ tr,;rrlt, ti:l R exter noted N► tM contract. T 2 and Tppt 3 Saxes shoe Ot proNoed tntn ' 2' Otto N W W e.tensien Does v MAT wren noted i- :ht tor►troct. t I: . _ Type 2 Botts aro De provided .�.� 0 10' x 27 � /Z- ,0 ^ Q •-•- .-- Z � ' EC owete Heirs app,, yAy yo9 divider plate coatplet• .rift+ !osl ners •= In Lr) � Z � • :.eR+e C.: '+e Plate 1 - A1s6 Noel- concrete Bates may oe ttuDmtted tow opprovol. Evo'uot;OA rre rncludt cn M -2o CN CN Z - • • e % w. twct SIM C.: or 1.. yi load Test ^ r1 W •_ e oKTcW lawn, sit« - A N Z a1crors ( t %ge .J or It ASTW A - W Utz -OO 3eMrr --I, 8' Steel 1 r . I a cost on ,l CAMACTEO yE =A'l crt . t) i-� K•i� err► n+�c ttsT +o» ` e+ - S',%A.S TS l z Ir:VETaY IN"rrc sitit► s•stc� tLtYb •r ` _ R rot r sot L T C, -,c 0 -f C c 0 ^'•t 't Iot �►+ � W gJv ��w.vts�cw �w atX►ot _ JUNCTION BOXDETAILS NTS -CITY OF RENTON STD. DRAWING 140. JR -36 e FOR t 0� N Z C4 m ey: ooc9 W LLj ay; od 0 e m ,ca • -T �, y3 J -� 228 ~r 41