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HomeMy WebLinkAboutzT-3338SetM ri M Y 4 D 1 i7 = g s S k' o _ I p € J sew Z Y Q Z p O Z � g _Q = z � � 2 O J a 0 oz s O U /~ W � v� m m C �� �� C -� c a �: �� €e o �� g � �x= P �_� z 0 N_ '• 1' ■ � , —;- N J w w I r� w w W _Z J U CONSTRUCTION NOTES O INSTALL CUNCRETE FOUNDATION, LIGHT STANDARD AND LOCATION LUMINAIRE PER POLE SCHEDULE, O INSTALL TYPE 1 JUNCTION BUX WITH CUNCRETE PAD. OINSTALL ELECTRICAL SERVICE CABINET #0111 PER 46588 DETAIL ❑N SHEET 4, COORDINATE WITH PSE FOR SHADOW AVE NE 4 +64 SERVICE CDNNECTI�N. LUMINAIRE SCHEDULE LUM. NO. POLE ID. N0. CIRCUIT N0. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) 1 46588 A SHADOW AVE NE 4 +64 22.5' LT. 100 8' 25' 2 46608 A SHADOW AVE NE 3 +63 22.5' LT. 100 8' 25' 3 46628 A NE IST ST 22 +36 22.5' LT. 100 8' 25' 4 46648 A SHADOW AVE NE 2 +32 22.5' LT. 100 8' 25' 5 4666B A SHADOW AVE NE 0 +42 22.5' LT. 100 8' 25' 6 46598 A SE 2ND ST 3 +11 22.5' LT. 100 8' 25' 7 4661B A SE 2ND ST 1 +46 22.5' LT. 100 8' 25' g 46638 A SE 2ND ST 0 +00 22.5' LT. 100 8' 25' 9 46658 A ROSARIO AVE SE 22 +49 22.5' RT. 100 8' 25' 10 46678 A ROSARIO AVE SE 20 +50 22.5' RT. 100 8' 25' 11 46698 B SE 2ND ST 4 +80 22.5' LT. 100 8' 25' 12 4671 B B SE 2ND ST 6 +58 22.5' LT. 100 8' 25' 2p 4673B B NE IST ST 19 +54 22.5' RT. 100 8' 25' WIRING SCHEDULE CONDUIT CONDUIT CONDUCTORS OTES RUN SIZE 1 1.5° PVC (SCHEDULE 40) 2 - #6, 1 - #6 GREEN 2 1.5 PVC SCHEDULE 80 2 - #6, 1 -j�6 GREEN 3 2.0° PVC (SCHEDULE 40) 2 -#6, 1 -/j6 GREEN 3- 14 PHOTOCELL 4 2.0" PVC (SCHEDULE 40) 4 -Jp6, 1 - #6 GREEN 3- 14 PHOTOCELL �E�END EXISTING NEW �--.( _ TYPE M -C -III H.P.S. LUMINAIRE, ARM }'-�- AND ALUMINUM DAVIT STYLE POLE ��,, ® CONCRETE PAD LIGHT BASE AND TYPE 1 JUNCTION BOX - - -- - - -- -- -- - - - - -- -PVC CONDUIT (SEE WIRING SCHEDULE) ® TYPE 1 JUNCTION BOX WITH CONCRETE PAD T ®��' ® SERVICE CABINET WIRE NOTE O CONSTRUCTION NOTE CA UT/ O N: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S , RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES RECOMMENDED PRIOR TO PROCEEDING WITH CONSTRUCTION. FOR APPROVAL UNDEF2GF2CTUND UTIL}lTY 11 /ATE: BYG�i..�/�s. Goa*...+- �,/zo /aT YOU MUST CALL 7- 800 - 424 -5555 NOT LESS THAN 72 HOURS BY BEFORE BEG /NNING EXCAVA710N WHERE ANY UNDERGROUND � BY UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE 77MES THE � CHECKED FOR COMPLIANCE COST OF REPA/RS TO THE SERVICE) TO CITY STANDARDS -- �y yyJ� I// DATE �lnft. __ DATE D 7 MM DATE 1� w � QQNWA3O z r �� �=N N ®RTHi�VVEST ® �° 4B 0 40 BO TRAr F/C E/I�GRTi7 PF��G�STER�'� �2�' 10104 -111th Ave. N.E., Kirkland, WA 98033 ss'ONAL �-�` scale feet � -s"OZ Phone: 425.522.4118 Fax: 425.522.4311 EXPIRES: 9/15/08 CDT- 333801 �i ®'J ..,,. 0 M ° � o S I. n 0 I o Y J a o Z Y I L a a Z m d g Z J Y s 0 n 0 o z s 3 �z _W � Ur a m m c =.g c 0 a S g° g p� p o lTNI IIZ 0 CONSTRUCTION NOTES O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE, O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. LUMINAIRE SCHEDULE LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) 13 4675B B SE 2ND ST 8 +37 22.5' LT. 100 8' 25' 14 4677B B SE 2ND ST 10 +04 22.5' LT. 100- 8' 25' 15 4668B B I UNDERWOOD PL NE 11740 1 22.5' LT. 100 8' 25' 16 46706 B UNDERWOOD PL NE' 13 +08 22:5' LT. ' 100 : 8' 25' 17 46578 B NE 1ST ST 14 +32 22:5' RT. 100 8' 25' 18 46798` B NE IST ST 16 +15 22.5' RT. 100' 8' 25' 19 46816 B NE IST `ST 17 -88 22.5' RT.1 100 1 8 25 CONDUIT RUN CONDUIT SIZE CONDUCTORS. NOTES 1 1.5" PVC SCHEDULE 40 2-#6, 1- 6GREEN 2 1.5 PVC. SCHEDULE 80 2 -#6, 1-#6 GREEN ' M 1 � j m 1 a a s S 0 p SIZE AS REQUIRED 2" N.P.S. SLIPFITTER 1 ° - TYP. CONC. PAD R/W LINE 0.188 WALL BRACKET 8" 2. ® SIDEWALK ALUM. ALLOY 6063 -T6 e CURB Q.D. S 4-1/2° C 2" N.P.S. SUPFITTER —9° RADIUS 2° BROADWAY 10' UTILITY EASEMENT 1/2° BNC LOCKBOLT BRACKET CABLE } GR. 18 -8 S.S- R W FLUSH JOINT V-2' CURB 4 -1/2" O-D- V ii —i R /1N LINE 1' -2" 2" BY 3/4" y Q Q ® � 10' MIN. 2' TO 4' REDUCING WASHER CLEARANCE FROM DRIVEWAY OVERHANG ALTERNATE PLAN VIEW \, Q z 'f-{' J$' TAPERED ALUM. POLE / 'SL' 0.188 WALL ALLOY 6063 -T6 / SATIN GROUND FINISH 25' -0" FACE OF CURB TO Z _ CENTER OF OLE 18' -3" 3/4" ROMEX H 25' 30' 35' 40' SHAFT T CONNECTOR — � If 3--3-128'-3-12 3' -3" WITH LOCKNUT J T 1 0.188 1 0.188 1 0.219 0.219 I -2., 3/4" TAPERED ALUM. POLE T' WALL ALLOY 6063 -T6 SATIN GROUND FINISH I STREET LIGHT CONDUIT SINGLE OR DOUBLE MAST H' TRENCH DEPTH 24" ARM AS REQUIRED H E 4 "x6 r OPENING W /COVER I SL, 151- HANDHOLE. 47x6° OPENING & S.S. SS. SCREWS. TYPICAL STREET LIGHT w /covER AND ss. scREws B° O.D. GROUND LUG INSIDE POLE FOUNDATION LOCATION BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG : � . , .. .. . • BOLT COVERS & S.S. SCREWS ° j ° FOR DOUBLE MAST ARM, INSTALL 2ND CABLE Z s SQ- BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES O O o STREET LIGHT " ARE ON SAME CIRCUIT 3 11 TO 12" DIA.. [� CONDUIT TRENCH DEPTH 24" BOLT CIRCLE ALTERNATE STREET CROSS SECTION 41 /z "oFeoLr ABOVE MAST ARM WIRING DETAIL r� W a' 4" CONCRETE PAD FINISHED GRADE LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1" BNC GALV. STEEL ANCHOR BOLTS NTH ° • 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL NUTS AND WASHERS ADOPTED c° CITY OF RENTON 4" ADOPTED ADOPTED n �S = ♦ ♦ S ♦ ♦ CITY OF RENTON Standard ♦ ♦ crrY of RENtnx- O LST DATE:P12 96 O Standard plans ® Standard plans t LST DATE: 10/30/96 LST DATE 10/30/96 DATE REVISION BY PR : DWG. NAME: JR -35 SP PAGE: ,1014 s DATE REVISION BY APPR' DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY APPR DWG. NAME: JR -05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS 1' VERTICALLY INSTALL a � TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 °F 7 OR; ABOVE. CONCRETE PAD ° ° - 7' -0" VARIABLE' 3' -0" " I' 1' -6" ,00 n ° °e ° op A n °o o MIN. �•� �03 O cD e 4° A A4 e NUMBERING EXAMPLES ¥ o O o e p z D °4 - 1 P Q Q 1 PLAN VIEW O ova° o D _ e° 3' 1, 1, o O 4 0 2 5 G4LJT ON' - " o n° 3 6 4 °� ° , n °po 4 7 LOCATION OF EXISTING UTILITIES SHOWN IS Op �o nve o v ov o 00 G $ ao" APPROXIMATE AND MAY;'-FIOT BE ACCURATE ° .a OR ALL INCLUSIVE. IT IS THE CONTRACTOR'S: LETTER LETTER RESPONSIBILITY TO POTHOLE AS REQUIRED STREET LIGHT POLE JUNCTION BOX SUFFIXED PREFIXED AND, FIELD VERIFY LOCATION OF UTILITIES CITY PUGET POWER r FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNED OWNED L/NDERG'RDLIND LIT1L /TY NOTE: e e TYPICAL JUNCTION BOX "B" P CURB YOU MUST CALL 1 -800 -424 75555 NOT LESS THAN 72 HOURS 1' CONCRETE PAD BEFORE BEG INNING EXCAVA77ON WHERE ANY UNDERGROUND Of �F U7ILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN a 3' -0" -I 1- 3'-0" -I a SIDE VIEW o o v v o 0 0 BEARING SUBSTANTIAL REPAIR COSTS (UP 7O THREE TIMES 7HE ° o ' 4 ° 4' DEEP 9� e ° °° °° e COST OF REPAIRS TO THE SERVICE). ° °oe e°o MOUNTING + 9c w o o o HEIGHT F a ° v o v o 15 FEET 45° Lj Doe a oe a ° FRONT VIEW SIDE VIEW RECOMMENDED r ° °O e TRAFFIC FOR APPROVAL BY m FLOW �J e TYPICAL JUNCTION BOX "C" BY PLAN VIEWI CONCRETE PAD BY INDIVIDUAL JUNCTION BOX DECAL: � �1�4 0'-, I--- 3' -0'-1 CHECKED FOR COMPLIANCE 4" o p - TO CITY' STANDARDS ov o° o o °Q° v RELECTORIZED T GOTHIC GOLD 212' 2N' -3" DATE oz o e °e °a NOTE: CLASS 'B' CONCRETE ON BLACK LEGEND DATE lJf 7, Ln " z - p TO BE USED IN BACKGROUND FRONT VIEW SIDE -VIEW DATE E, e s De° CONSTRUCTION OF PAD Of 4 ° O 4 ° -. I A p c e TYPICAL CONCRETE PAD DETAILS p014ALD oo° nv v v d 1' CONCRETE PAD DETAILS STREET LIGHT STANDARD iy .. °F WASy DECAL NUMBERING SYSTEM 77 i 1' ADOPTED ADOPTED ADOPTED /VORTHWE.GJT` q 4 PLAN VIEW F RENTON f 4 � Standard plans CM OF RENTON CITY OF RENTON %® ♦ a ♦ 4 i ♦ • / � / ' / - �s` / / -r/ Fy`S C SiERF'�G�� N S LST DATE: 10/30/96 i Standard plans ® Standard plans 10104 - 111'' #h AVe. N.E., Kirkland, WA 98033 ZOr NAL T - LST DATE: 12/96 LST DATE: 11'/7/96 - r -s-o� DATE REVISION BY PPR DWG. NAME: JR -07 SP PAGE: JOO 'Phone: 425.522.4118 Fax: 425.522.4311 ExriaES: 9 /,5 DWG. NAME: JR -09A SP PAGE: q y DWG. NAME: JR 36A SP PAGE: ,1015 L C0-•T-33%03 �3 a Y .f F M 1 � o r� a Z O z o ta .al 0 a 0 0 00 �E�// U 1� L 0-4 W a. M m m o a 11 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUC CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS __ UNDER POLE 4" CONCRETE BASE - PAD 5 "I 9" IIIf- ##8 BARE = RII =(U =1111 ° 11-11 -11(= COPPER i1�i11�U1 GROUND WIRE (11 1 -##8 GREEN I GROUND CLAMP 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR CONCRETE 5/8 "x8' FOUNDATION) COPPER -CLAD DATE I GROUND ROD EPDXY PO INLINE SPLICE � // //� WYE SPLICE SPLICE KIT TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. 1111 =1111° DIAMETER = 7/8" _= IF =(III =1111 NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non- concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. JUNCTION BOX DIMENSION TABLE r, ITEM BOX TYPE TYPE 1 ALTERNATE A I ALTERNATE 6 O 1 A Box Outside length 22" 22" O -1 `3 — 17" 17" O a e� € 18" 19" 28" Box Inside Width 13" 14" 17" Lid Length 18" 18" 26 1 2" J 13" 13" Y G Box Depth 12" 12" 12" Lid & Frame Depth ' 5 16" � 0 1 7 2" 1 1 2" 1 1/2- K Wire Reinforcement W -3 W -2.5 W -2.5 Z I See Detail I See Detail Z O , �1' 4 -1/2" O.D. LIGHTING Q LIGHTING "^°''''°'° O PLAN SYMBOL6 BY = Z TAPERED ALUM. POLE TS -LT TRAFFIC SIGNAL SYSTEM LEGEND HOOK DETAIL TELEMETRY C9 w SYSTEM FUSE KIT & SPLICE KIT DETAILS i CHECKED FOR COMPLIANCE 0.188 WALL ALLOY 6063 -T6 J a SATIN GROUND FINISH a 23' -3" M 1 � o r� a Z O z o ta .al 0 a 0 0 00 �E�// U 1� L 0-4 W a. M m m o a 11 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE KITS - S.E.C. OR EQUAL — TYPICAL DESIGN "B" JUNCTION BOX SPLICE KITS GROUND LUC CLEAR EPDXY SPLICE KITS ON ALL THRU 2" MIN. GROUT WIRE RUNS __ UNDER POLE 4" CONCRETE BASE - PAD 5 "I 9" IIIf- ##8 BARE = RII =(U =1111 ° 11-11 -11(= COPPER i1�i11�U1 GROUND WIRE (11 1 -##8 GREEN I GROUND CLAMP 2- (SIZED AS REQ'D) PVC CONDUIT LIGHTING SYSTEM SYSTEM WIRES TO CONTACTOR CONCRETE 5/8 "x8' FOUNDATION) COPPER -CLAD DATE I GROUND ROD EPDXY PO INLINE SPLICE � // //� WYE SPLICE SPLICE KIT TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. 1111 =1111° DIAMETER = 7/8" _= IF =(III =1111 NOTES: All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded wire fabric welded to the frame. When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 gage divider plate complete with fasteners. Non- concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. JUNCTION BOX DIMENSION TABLE r, ITEM BOX TYPE TYPE 1 ALTERNATE A I ALTERNATE 6 TYPE 2 A Box Outside length 22" 22" 33" Box Outside Width 17" 17" 22 1/2- C Box Inside Length 18" 19" 28" Box Inside Width 13" 14" 17" Lid Length 18" 18" 26 1 2" Lid Width 13" 13" 17" G Box Depth 12" 12" 12" Lid & Frame Depth 5/16" 5 16" 5 16" Wall Thickness Min. 1 7 2" 1 1 2" 1 1/2- K Wire Reinforcement W -3 W -2.5 W -2.5 L Legend I See Detail I See Detail See Detail fA EX TjTHWEST TRAFFIC EXPERT- 10104 -111th Ave. N.E., Kirkland, WA 98033 Phone: 425.522.4118 Fax: 425.522.4311 1, D1A. NdLE: AND COUNTERSINK a�$Xy^ c0N6 Q; n Hex ScG Y .SCre.a S.S.r! yVi. y" A 14 "QY d _ry ^x23" a'!�:A7fD HP,jA,'DITOLE LID Y ADOPTED OF RENTON ♦ ♦ O ISr DArd plena � LSf DATE: 12/96 4-7/8" ♦ ♦ : • .( _ bxru.. TNOLT FOR /I GlW'ArYiZ£L STEEL BAR _ Letters -Form ith 1/8" Weld L Read. Grind off Di--d tt w _ Poem before foaning ' letters. ILLUMINATION SYSTEM LEGEND • -I. ELEVATION hex DrA. DatTS, . 1 WIDE, f DATE ✓ GF DAT'e 2/Z_ 4' =ij LOAD LINE 1/4" FUSE 1 /4" 1 �8" !� O _ 1/8" ITEM MATERIALS � � Box 6000 PSI concrete See Notes " a Frame Diamond Plate Steel - A786 • Ud Support 1 a Thick Sted C. L a T. - A36 g I 2 REVISION BY APPR DWG. NAME: JR -12 SP PAGE: JO13 OATS REVISION at Lid Diamond Plate Steel - A786 6• GRAVEL PA O Anchors Steel Wire or Tee Plate COMPACTED 11 TYPE 1 AND 2 HAND` HOLE LOCKING` DEVICE DATE, DATES OCT 24, 2002 PAGE- OFD CUTTING RINGS Reinforcement ASTM A -82 Steel CL r'1-- '53390 • ALUM. ALLOY 6063 -T6 *GALVANIZED STEEL 4-1/2 "... 2" N.P. TwICAL .uNCnoN Box wsrauAnoN DETAILS RECOMMENDED O.D. SUPFl 4 s FOR APPROVAL FUSE KIT LEGEND DETAIL (M� L) i=-1 k--4 m TYPE T Box BY TYPICAL FLUSH JOINT -2" SIGNALS T 51 ® TS Box , �1' 4 -1/2" O.D. LIGHTING of a LIGHTING "^°''''°'° O PLAN SYMBOL6 BY UNDERGROUND TAPERED ALUM. POLE TS -LT TRAFFIC SIGNAL SYSTEM LEGEND HOOK DETAIL TELEMETRY BY w SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE 0.188 WALL ALLOY 6063 -T6 TO CITY STANDARDS SATIN GROUND FINISH Y ADOPTED OF RENTON ♦ ♦ O ISr DArd plena � LSf DATE: 12/96 ° II II ❑ ♦ ♦ : • .( _ ADOPTED CITY OF RENTON ISr D rd plena 1ST DATE:1 i /5/96.. _ Letters -Form ith 1/8" Weld L Read. Grind off Di--d tt w _ Poem before foaning ' letters. ILLUMINATION SYSTEM LEGEND • -I. ADOPTED CITY OF RENTON St anda1'(1 falls I.S"l DATE: 11/89 1 a DATE ✓ GF DAT'e 2/Z_ _ DATE DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: JO13 OATS REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 DATE, DATES OCT 24, 2002 PAGE- OFD 0.188 WALL BRACKET - -I 8 CL r'1-- '53390 i�s`iaav� ALUM. ALLOY 6063 -T6 1 v 4-1/2 "... 2" N.P. z 0 Ln D: r e, METER TO BASE ..PHOTO CELL MAIN 1SA` TEST SWITCH o '.50A. -2 20A SIGNAL LIGHTING A 20A EGA LIGHTING D LIGHTING B 20A NOTES: 49 225 AMP COPPER BUSSING 18 PLCS PANNEL 50, C,H, 2P 100 AMP MAIN (BAB2100) 51 C,H, 2P 20 AMP BREAKER ('9AB2020) 52. C,H, 1P 50 AMP BREAKER (BAB1050) W' 53, C.H. 1P 20 AMP BREAKER (BAB1020) 54, C,H 1P 15 AMP BREAKER (BAB1015) 55, MILBANK METER ENCLOSURE (MS-24-TB) 56, HUBBELL SWITCH (CS1201 -I) 57, GFCI, RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I) 58. 'SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) 61 SOUTHC❑ DOOR S.S, HINGE (F6 -3 -1) 0 0 64, STAINLESS STEEL 'HANDLE 2oA NOTES: - w 65, DEAD BOLT LOCK 'BEST' (5L7RL2 -626) LIGHTING C 49, 2"c5 AMP COPPER BUSSING 18 PLC PANNEL 0 66 SQUARE D TERMINAL BLOCK 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 67, SQUARE D END CAP -D" G 51. C H 2P 20 AMP BREAKER (BABB2020) T F T 70, 1'X,25' GASKET © 0 VERILY METER F 52, C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT D 53, C,H, 1P 20 AMP BREAKER (BAB1020) CONTRACTOR Is RESPONSIBLE I ": 70 VERIFY METER GROUND BAR o e a o o ° e 54, C.H. 1P 15 AMP BREAKER (BAB1015) O :OO " mo ARRANGEMENT 55. MILBANK METER ENCLOSURE (MS- 24 -TB) n, 56. HUBBELL SWITCH (CS1201 -I) MEETS EUSERC REQUIREMENTS �� o' ° 57. GFCI RECEPTACLE 20 AMP (LEVIT ❑N 6898- IAPPROVED BY: ® MEETS EUSERC REQUIREMENTS o • • o - APPROVED BY. 58, SQUARE D LIGHTING' CONTACTOR PUGET SOUND ENERGY PucEr soulND ENERGY V 51 50 (981ODPA32VO2UI) TACOMA POWER TACOMA POWER 61, SOUTHCO DOOR S.S. HINGE (F6 -3 -1) o 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST' (5L7RL2 -626) 11" TO 12" DIA. 51 66, SQUARE D TERMINAL BLOCK BOLT CIRCLE -4 as 67. SQUARE D END CAP 21.00 16.00 4" CONCRETE PAD -gym FINISHED GftADET ABOVE: O 70: 1'X.25 GASKET JOB NAME, (4) 1" BNC GALV. STEEL DISTRIBUTION- ANCHOR OF RENTON BOLTS WITH 4' o o - NUTS AND WASHERS ° O O 66 SO.SOU 4. 0 ' = CONTRACTOR " 57 56 8. 0 1,00j PURCHASE ORDER: 4 STANDARD 30 FOOT DAVIT POLE ° II II ❑ MATERIAL- COATING TYPE :.:+ TYP 200 6.00 0.75x125 TYP IM ® -" F MATERIAL-.125 5052 -H32 ALUM. COATING TYPE: TY ME__ ADOPTED a DRAWN BY, MEKKI AL- AZADI- HARDWARE, QUANTITY, FINISH- COLOR, TYP 1600 qq 13.00 —L4.0 DRAWN BY- AL-AZADI HARDWARE- - QUANTIT -Y, FINISW -MILL SIZE AS DATE- OCT 24, 200 PAGE- OF- _- REQUIRED DATE, DATES OCT 24, 2002 PAGE- OFD 0.188 WALL BRACKET - -I 8 CL r'1-- '53390 i�s`iaav� ALUM. ALLOY 6063 -T6 1 v 4-1/2 "... 2" N.P. O.D. SUPFl 4 s 1/2" BNC LOCKBOLT 5' -9" RADIUS GR. 18 -8 S.S. FLUSH JOINT -2" , �1' 4 -1/2" O.D. of a TAPERED ALUM. POLE w 0 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH 23' -3" in SHAFT 151 HANDHOLE. 4 "x6" OPENING W /COVER AND S.S. SCREWS 8" O.D. BASE FLANGE ALLOY 356 -T6 WITH GROUND UG BOLT COVERS & S.S. SCREWS ��•_a•• z 0 Ln D: r e, METER TO BASE ..PHOTO CELL MAIN 1SA` TEST SWITCH o '.50A. -2 20A SIGNAL LIGHTING A 20A EGA LIGHTING D LIGHTING B 20A NOTES: 49 225 AMP COPPER BUSSING 18 PLCS PANNEL 50, C,H, 2P 100 AMP MAIN (BAB2100) 51 C,H, 2P 20 AMP BREAKER ('9AB2020) 52. C,H, 1P 50 AMP BREAKER (BAB1050) W' 53, C.H. 1P 20 AMP BREAKER (BAB1020) 54, C,H 1P 15 AMP BREAKER (BAB1015) 55, MILBANK METER ENCLOSURE (MS-24-TB) 56, HUBBELL SWITCH (CS1201 -I) 57, GFCI, RECEPTACLE 20 AMP (LEVIT ❑N 6898 -I) 58. 'SQUARE D LIGHTING CONTACTOR (9810DPA32VO2UI) 61 SOUTHC❑ DOOR S.S, HINGE (F6 -3 -1) 0 0 64, STAINLESS STEEL 'HANDLE 2oA NOTES: - w 65, DEAD BOLT LOCK 'BEST' (5L7RL2 -626) LIGHTING C 49, 2"c5 AMP COPPER BUSSING 18 PLC PANNEL 0 66 SQUARE D TERMINAL BLOCK 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 67, SQUARE D END CAP -D" G 51. C H 2P 20 AMP BREAKER (BABB2020) T F T 70, 1'X,25' GASKET © 0 VERILY METER F 52, C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT D 53, C,H, 1P 20 AMP BREAKER (BAB1020) CONTRACTOR Is RESPONSIBLE I ": 70 VERIFY METER GROUND BAR o e a o o ° e 54, C.H. 1P 15 AMP BREAKER (BAB1015) O :OO " mo ARRANGEMENT 55. MILBANK METER ENCLOSURE (MS- 24 -TB) n, 56. HUBBELL SWITCH (CS1201 -I) MEETS EUSERC REQUIREMENTS �� o' ° 57. GFCI RECEPTACLE 20 AMP (LEVIT ❑N 6898- IAPPROVED BY: ® MEETS EUSERC REQUIREMENTS o • • o - APPROVED BY. 58, SQUARE D LIGHTING' CONTACTOR PUGET SOUND ENERGY PucEr soulND ENERGY V 51 50 (981ODPA32VO2UI) TACOMA POWER TACOMA POWER 61, SOUTHCO DOOR S.S. HINGE (F6 -3 -1) o 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST' (5L7RL2 -626) 11" TO 12" DIA. 51 66, SQUARE D TERMINAL BLOCK BOLT CIRCLE -4 as 67. SQUARE D END CAP 21.00 16.00 4" CONCRETE PAD -gym FINISHED GftADET ABOVE: O 70: 1'X.25 GASKET JOB NAME, (4) 1" BNC GALV. STEEL DISTRIBUTION- ANCHOR OF RENTON BOLTS WITH 4' o o - NUTS AND WASHERS ° O O 66 SO.SOU 4. 0 ' = CONTRACTOR " 57 56 8. 0 1,00j PURCHASE ORDER: 4 STANDARD 30 FOOT DAVIT POLE ° II II ❑ MATERIAL- COATING TYPE :.:+ TYP 200 6.00 0.75x125 TYP IM ® -" F MATERIAL-.125 5052 -H32 ALUM. COATING TYPE: TY ME__ ADOPTED a DRAWN BY, MEKKI AL- AZADI- HARDWARE, QUANTITY, FINISH- COLOR, TYP 1600 qq 13.00 —L4.0 DRAWN BY- AL-AZADI HARDWARE- - QUANTIT -Y, FINISW -MILL Standard � Standard plans ® IST DATE: 2- Oct -87 DWG. NAME JR -02 SP PAGE: JO03 DATE- OCT 24, 200 PAGE- OF- _- DATE, DATES OCT 24, 2002 PAGE- OFD CL r'1-- '53390 i�s`iaav� zArl_ 1 v 1, ij 00 0 co ® C44 z 04 R > POLE z LOCATION IA 0 % OFFSET LAMP MAST ARM n N0. ID. NO. NO. (FEET) Ld (FEET) HGT. (FT.) 0'^ I > > m Z 0 U) Eli ry ON PORTION OF THE N.W. 1/4 OF E. 14, TWN 23 N., R 5 E.; W.M. 29 m CONSTRUCTION NOTES O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE, O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD, OPSE TO REMOVE POWER POLE AND UNDERGROUND POWER ALONG HIGHLAND PARK FRONTAGE IN THIS AREA, OPSE TO RELOCATE POWER POLE WITH 250 WATT HPS LUMINAIRE ON 10 FT, ARM TO APPROXIMATE LOCATION SHOWN, 101 LU M. POLE CIRCUIT LOCATION OFFSET LAMP MAST ARM MOUNTING N0. ID. NO. NO. (FEET) WATTAGE (FEET) HGT. (FT.) 13 4675B B SE 2ND ST 8+37 22.5' LT. 100 8' 25' 14 4677B B SE 2ND ST 10+04 22.5' LT. 100 8' 25' 15 4668B B UNDERWOOD PL NE 11+40 22.5' LT. 100 8' 25' 16 4670B B UNDERWOOD PL NE 13+08 22.5 LT. 100 8) 25' 17 4657B B NE IST ST 14+32 22.5' RT. 100 8' 25' 18 4679B B NE IST ST 16+15 22.5' RT. 100 8' 25' 19 4681B B- NE IST ST 17+88 22.5' RT. 100 8) 25 21 4680F B 156TH AVE. SE 22+24 42. 0' LT. 250 10, 35' 22 4688F B 156TH AVE. SE 24+44 42.0' LT. 250 10, 35' UF EXISTING NEW YOU MUST CALL 1-800-424-5555 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE COST OF REPAIRS TO THE SERVICE). LEGEND TYPE M—C-111 H.P.S. LUMINAIRE, ARM AND ALUMINUM DAVIT STYLE POLE CONCRETE PAD LIGHT BASE AND TYPE 1 JUNCTION BOX ...... — — - - - - -- PVC CONDUIT (SEE WIRING SCHEDULE) TYPE 1 JUNCTION BOX WITH CONCRETE PAD EM SERVICE CABINET A WIRE NOTE 0 CONSTRUCTION NOTE !IV 40 0 40 80 7r- TR.144 F�F/c AEXPAERTS scale feet 10104-1 1th Ave. N.E., Kirkland, WA 98033 Phone 25.522.4118 Fax: 425.522.4311 _teq*RtA A Lo 0 WA I EXPIRES: 9/15/08 1 A