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HomeMy WebLinkAboutzT-3450Seto Cd 2 WatkV Days Before You Dig 1- 800 -424 -5555 s - Ul fte UndergrouKi Locdon Center a 0DMTND,OR,WA) CHECKED FOR COMPLIANCE TO CITY STANDARDS RENTON JOB NO. END G20 -2A AD WORK 0 FIRST SUBMITTAL 1 SECOND SUBMITL 2 1 THIRD SUBMITTAL I KEY MAP NOTES: 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. RADIO COMMUNICATION RECOMMENDED BETWEEN FLAGGERS. REQUIRED IF FLAGGERS DO NOT HAVE CLEAR VISION OF EACH OTHER. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. ) -1 ��••• • -i • -i -• vicencw euw rose ESM 1/31/08 1 1 . xaarzsxrwNw+em /1ss+ ,� �.. CITY OF OESIwIm ESM 18/22/10 �� r: � RENTON U QO qVE 1Ng1 DATUM `NEED Al Planning /Building /Public Works Dept. IF NOT ONE ]NOR REVISION BY I DATE I APPR ^ m—, 5C1E 06OR°N" T- 345001 GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS TRAFFIC CONTROL PLAN 3 • , ' REVISIONS NO. DESCRIPTION 0A'IE BY 0 FldS SUBIHRK 10/15/2007 ESM 1 SEOON BW D SU & 01/31/2008 ESM 2 T RD SUIMNrrK 10/21/2010 3 FOURM SUBMR 12/08/2010 4 NY 12/22/2010 0 VJ _z 3 � U J Z T� Z d W + 2 o O J p W 0 W O U 0 0 0 Q W � 0 0 z c W 0 L U QQ�hi¢wE rD yy y Q ■ c yp$g 69 W ® z z 0 z W 0 mom Z r0a Q E el t m 3 E Im mNro O X03 o �Z r z =m- : Z D�� N sa O °0 O v OmD E a o � 3 8� WO ^n 0 U0. L l 42334 JOB JOB NO.v:�113522 --0001 -006 DWG. NAME: TR -01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 12/22/2010 DATE OF PRINT: TR -01 31 OF 31 SHEETS O M � O J N I Z Z Z C7 2 O_ O ~ 3O Z G.1 � N J ir 0 wz O� 3 � E 2 a W (L tJ � rn •v_ m m rn c a �' •c a -a F z 0 M o: Doer. 1e9 VIEW L99 m 0 2 IS Q i7j 1, . v, o- -- - - -- - - -- a.� 18 TRACT ID 17 19 20 1 21 22 --------- 23 : L TRACTC ` ` %: -___, -- ._.._:. - - -- - - -- --- _.. --- E2ND CT _ - - - - - = -- - - - -- 7 25 (— NE2NO CT :TRACT -- - - -c _ - - - - -� 15 - - ' _ °. i----------------- — rC ° t 2 I 26 - - -- L , e 14 -- n : Q r-- ----- -.... ---- -- - - -- 27 ( ------- - - - - -- - 1. , : : m Q 3 , n ` w } 2 12 aI 12 b A i - - - - - - - - TRACT F 7 L___ _ ___- I I � �° L•.... ii lx•41d� " AI 4AV.Y I : : NE2ND PL — "-- —�— LUMINAIRE SCHEDULE i- LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE w MOUNTING HGT. (FT.) 1 6911 C B UNION AVE NE 52 +67 29' LT. Q. 8' 30' 2 6913 B A NE 2ND PL 100 +73 Q. 100 8' 25' 3 6915 B A a 22.5' LT. 100 8 25 0 0 A NE 2ND PL 104 +51 22.5' LT.1 100 8' 25' 5 6919 B A VASHON AVE NE 200 +66 22.5' RT. 100 8 25' 6 6921 B A VASHON AVE NE 201 +75 22.5' RT. 100 8' 25' 7 6920 B A NE 2ND CT 203+03 22.5' RT. 100 8' 25' 8 6912 B B r 14.5' LT. 100 8' 25' >; 6914 B m z 0 M o: Doer. 1e9 VIEW L99 m 0 2 IS Q i7j 1, . v, o- -- - - -- - - -- a.� 18 TRACT ID 17 19 20 1 21 22 --------- 23 : L TRACTC ` ` %: -___, -- ._.._:. - - -- - - -- --- _.. --- E2ND CT _ - - - - - = -- - - - -- 7 25 (— NE2NO CT :TRACT -- - - -c _ - - - - -� 15 - - ' _ °. i----------------- — rC ° t 2 I 26 - - -- L , e 14 -- n : Q r-- ----- -.... ---- -- - - -- 27 ( ------- - - - - -- - 1. , : : m Q 3 , n ` w } 2 12 aI 12 b A i - - - - - - - - TRACT F 7 L___ _ ___- I I � �° L•.... ii lx•41d� " AI 4AV.Y I : : NE2ND PL — "-- —�— LUMINAIRE SCHEDULE i- LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) 1 6911 C B UNION AVE NE 52 +67 29' LT. 150 8' 30' 2 6913 B A NE 2ND PL 100 +73 22.5' LT. 100 8' 25' 3 6915 B A NE 2ND PL 102 +50 22.5' LT. 100 8 25 4 6917 B A NE 2ND PL 104 +51 22.5' LT.1 100 8' 25' 5 6919 B A VASHON AVE NE 200 +66 22.5' RT. 100 8 25' 6 6921 B A VASHON AVE NE 201 +75 22.5' RT. 100 8' 25' 7 6920 B A NE 2ND CT 203+03 22.5' RT. 100 8' 25' 8 6912 B B NE 2ND CT 401 +46 14.5' LT. 100 8' 25' 9 6914 B B NE 2ND CT 403 +26 14.5' LT, 100 8 25' CONDUIT RUN CONDUIT SIZE CONDUCTORS NOTES 1 1.5" PVC SCHEDULE 40) 2 -#6, 1 -#6 GREEN 2 1.5 PV SCHEDULE 80 2 -#6, 1 -#6 GREEN 3 2.0" PVC (SCHEDULE 40) 2 -#6, 3-#14 1 -#6 GREEN PHOTOCELL 4 2.0" PVC (SCHEDULE 40) 4 -#6, 3-#14 1 -#6 GREEN PHOTOCELL %, -- D,G F 0 Q F N N m CONSTRUCTION NOTES O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. OINSTALL ELECTRICAL SERVICE CABINET # 0129 PER DETAIL ON SHEET 3 ON UNION AVE NE AT APPROXIMATE STATION 52 +92, 29' LT. COORDINATE WITH PSE FOR SERVICE CONNECTION. LEGEND EXISTING NEW y ( 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 ® SERVICE CABINET Q WIRE NOTE O CONSTRUCTION NOTE 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 PRIOR TO PROCEEDING WITH CONSTRUCTION. LINDERGR13LJND IJTILITY�N13TE: 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 77MES THE COST OF REPAIRS TO THE SERVICE). 40 0 40 80 scale feet REM 111% RECOMMENDED FOR APPROVAL BY BY BY CHECKED FOR COMPLIANCE TO CITY ST NDARDS DATEi:ji,.n 3, 2ol/ Q s►cwd.�L DATE S e// �- DATE Tr NORTH f' E5T,X TRAFF/C EXPERTS 11410 NE 124th St., #590, Kirkland, WA 98034 Phone: 425.522.4118 Fax: 425.522.4311 E04RES: 9/15/12 1 :L-- I O I a r —TYP. CONC. PAD R/W LINE SIDEWALK CURB 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 I SIZE AS REQUIRED 8 "� 4 -1 2" 2" N.P.S. SLIPFITTER 2' 2" N.P.S. SLIPFITTER �I" I 5' -9" RADIUS ( 2" no CbNNECTOR WITH LOCKNUT L CROADWAY 10' UTILITY EASEMENT -� 1/2" BNC LOCKBOLt BRACKET CABLE 0.188 3" 0188 8 0219 0219 GR. 18 -8 S.S. R/W FLUSH JOINT 1 -2" CURB 4 -1/2" O.D. / SIDEWALK U) J_ R/W LINE 1' 2" 2" BY 3/4" Z ¢ tD 10' MIN. 2' TO 4' REDUCING WASHER CLEARANCE FROM DRIVEWAY OVERHANG X: � ALTERNATE PLAN VIEW H• $' TAPERED ALUM. POLE = Z 0 'SL' 0.188 WALL ALLOY 6063 -T6 / SATIN GROUND FINISH 25' -0" O ¢ F OF CU B TO I 2 ' f1 I nee. rr ne ni C 1R' -R" --;/A" RneeFu , TAPERED ALUM. POLE 2' TO 4' ; T WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST SATIN GROUND FINISH STREET LIGHT CONDUIT ARM AS REQUIRED H' TRENCH DEPTH 24" HANDHOLE 4"x6" OPENING W /COVER SL, 151 HANDHOLE. 4 "x6° OPENING e & S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS s" O.D. GROUND LUG FOUNDATION LOCATION INSIDE POLE M BASE FLANGE ALLOY 356 -T6 N77H GROUND LUG \ � o_ V -6• BOLT COVERS & S.S. SCREWS \ o '• i/ y \ ` FOR DOUBLE MAST ARM, INSTALL 2ND CABLE lZ4 `z SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0 Q 0 STREET LIGHT i ARE ON SAME CIRCUIT 3 ['-1 CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA. a BOLT CIRCLE -��p,�/q� 4 1/2" OF BOLT ABOVE W a ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL � LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1° BNC GALV. STEEL ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL NUTS AND WASHERS rn ADOPTED 4" ADOPTED ADOPTED CRT OF EUMMN '°� �I c • • Standard plans • • crrr or xarrox • • cer or a>$IMN ° 1ST DATE: 12/96 LST DA E:p10/30/96 LIST DAE:p Standard Standard a 10 /30/96 DATE REVISION BY PPR DWG. NAME: JR -35 SP PAGE: J014 $ DATE REVISION BY PPR DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY PR DWG. NAME: JR -05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 °f 7 OR ABOVE. CONCRETE PAD 7' -0" VARIABLE MIN T=345003 Gov oo > 4/ evd o vo \ ° e 4 ° p° AV NUMBERING NUMBERING EXAMPLES / 000 O e 6 0 ° z E> 1 P 0 1, -6, U PLAN VIEW ; • p vD o p = eo 3' 2 5 1 1 CAL1T /ON: I'm O o 4 ° ` LOCATION OF EXISTING UTILITIES SHOWN IS \ \ AO po o v ov D D OD C $ Se l `•� _ _ _ _ _ _ = L I J •''M-�"o APPROXIMATE AND MAY NOT BE ACCURATE 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 FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNED OWNED UNDERGROUND UTILITY NOTE: TYPICAL JUNCTION BOX "B" YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 1, CURB CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND a 10, �3' -0' -i i� -3' -0" -) UTIL17ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN SIDE VIEW ov D v v D D o 0 4" DEEP "9� 4 „J BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE 1 o MOUNTING l qC COST OF REPAIRS TO THE SERVICE). HEIGHT a 1 1 0 ° v 15 FEET 459 L____J L__J vo- -- Doe e j I 04 A FRONT VIEW SIDE VIEW RECOMMENDED m ° o o ( I e TRAFFIC � OW FOR //APPROVAL �1 °e o 13/ + -2 TYPICAL JUNCTION BOX "C” BY PLAN VIEW ~� CONCRETE PAD BY INDIVIDUAL JUNCTION BOX 4' -0" I-- 3' -0 " --) CHECKED FOR COMPLIANCE DECAL: 4" 1 TO CITY STANDARDS o RELECTORIZED T 00 0° ° t, p °ov o GOTHIC GOLD 2 -2 2;� -3" 1 I 1 1 DATE o D O D OR WHITE LEGEND L______J L__J z ° e e° NOTE: CLASS 'B' CONCRETE DATE o- a TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE N ° z D Zi e O z De° CONSTRUCTION OF PAD 4 = o0 C o TYPICAL CONCRETE PAD DETAILS pONALO ° 0D o Do v vD n 1' CONCRETE PAD DETAILS STREET LIGHT STANDARD Traff WASy�y DECAL NUMBERING SYSTEM r ADOPTED PLAN VIEW 1 C= OF RI +MN ADOPTED ADOPTED NORTHWEST • • Standard plans • • crff or FAMN • • cm or ImmN nss � TRAFF /C EXPERTS E'RfGISTERF'�G�� LST DATE: 10/30/96 Standard plans Standard plans /ONAL E LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 UM6 I DATE I REVISION 8Y APPR DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 oRREr. 9/15/12 REMSION DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 C' 1 1-F- 31*S60 :L-- I O I T� I 1 �I" I SHAFT I I ( , z/. a CbNNECTOR WITH LOCKNUT L T 0.188 3" 0188 8 0219 0219 , TAPERED ALUM. POLE 2' TO 4' ; T WALL ALLOY 6063 -T6 OVERHANG SINGLE OR DOUBLE MAST SATIN GROUND FINISH STREET LIGHT CONDUIT ARM AS REQUIRED H' TRENCH DEPTH 24" HANDHOLE 4"x6" OPENING W /COVER SL, 151 HANDHOLE. 4 "x6° OPENING e & S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS s" O.D. GROUND LUG FOUNDATION LOCATION INSIDE POLE M BASE FLANGE ALLOY 356 -T6 N77H GROUND LUG \ � o_ V -6• BOLT COVERS & S.S. SCREWS \ o '• i/ y \ ` FOR DOUBLE MAST ARM, INSTALL 2ND CABLE lZ4 `z SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 0 Q 0 STREET LIGHT i ARE ON SAME CIRCUIT 3 ['-1 CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA. a BOLT CIRCLE -��p,�/q� 4 1/2" OF BOLT ABOVE W a ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL � LIGHT BASE AND JUNCTION BOX LOCATIONS (4) 1° BNC GALV. STEEL ANCHOR BOLTS WITH 4' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL NUTS AND WASHERS rn ADOPTED 4" ADOPTED ADOPTED CRT OF EUMMN '°� �I c • • Standard plans • • crrr or xarrox • • cer or a>$IMN ° 1ST DATE: 12/96 LST DA E:p10/30/96 LIST DAE:p Standard Standard a 10 /30/96 DATE REVISION BY PPR DWG. NAME: JR -35 SP PAGE: J014 $ DATE REVISION BY PPR DWG. NAME: JR -01 SP PAGE: J002 DATE REVISION BY PR DWG. NAME: JR -05 SP PAGE: J006 LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN DRY WEATHER 50 °f 7 OR ABOVE. CONCRETE PAD 7' -0" VARIABLE MIN T=345003 Gov oo > 4/ evd o vo \ ° e 4 ° p° AV NUMBERING NUMBERING EXAMPLES / 000 O e 6 0 ° z E> 1 P 0 1, -6, U PLAN VIEW ; • p vD o p = eo 3' 2 5 1 1 CAL1T /ON: I'm O o 4 ° ` LOCATION OF EXISTING UTILITIES SHOWN IS \ \ AO po o v ov D D OD C $ Se l `•� _ _ _ _ _ _ = L I J •''M-�"o APPROXIMATE AND MAY NOT BE ACCURATE 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 FRONT VIEW SIDE VIEW PRIOR TO PROCEEDING WITH CONSTRUCTION. OWNED OWNED UNDERGROUND UTILITY NOTE: TYPICAL JUNCTION BOX "B" YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 1, CURB CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND a 10, �3' -0' -i i� -3' -0" -) UTIL17ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN SIDE VIEW ov D v v D D o 0 4" DEEP "9� 4 „J BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE 1 o MOUNTING l qC COST OF REPAIRS TO THE SERVICE). HEIGHT a 1 1 0 ° v 15 FEET 459 L____J L__J vo- -- Doe e j I 04 A FRONT VIEW SIDE VIEW RECOMMENDED m ° o o ( I e TRAFFIC � OW FOR //APPROVAL �1 °e o 13/ + -2 TYPICAL JUNCTION BOX "C” BY PLAN VIEW ~� CONCRETE PAD BY INDIVIDUAL JUNCTION BOX 4' -0" I-- 3' -0 " --) CHECKED FOR COMPLIANCE DECAL: 4" 1 TO CITY STANDARDS o RELECTORIZED T 00 0° ° t, p °ov o GOTHIC GOLD 2 -2 2;� -3" 1 I 1 1 DATE o D O D OR WHITE LEGEND L______J L__J z ° e e° NOTE: CLASS 'B' CONCRETE DATE o- a TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE N ° z D Zi e O z De° CONSTRUCTION OF PAD 4 = o0 C o TYPICAL CONCRETE PAD DETAILS pONALO ° 0D o Do v vD n 1' CONCRETE PAD DETAILS STREET LIGHT STANDARD Traff WASy�y DECAL NUMBERING SYSTEM r ADOPTED PLAN VIEW 1 C= OF RI +MN ADOPTED ADOPTED NORTHWEST • • Standard plans • • crff or FAMN • • cm or ImmN nss � TRAFF /C EXPERTS E'RfGISTERF'�G�� LST DATE: 10/30/96 Standard plans Standard plans /ONAL E LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 UM6 I DATE I REVISION 8Y APPR DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 oRREr. 9/15/12 REMSION DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 C' 1 1-F- 31*S60 o_ n M NOTES: ���WAS, G J All dimensions are minimum. Exact configurations vary among different manufacturers. �ra�fAEX y/y The noted lid thickeners overall minimums. The Diamond Pattern for Type t or Type 2 EPDXY FILL EPDXY FILL Boxes shall be 28% minimum of overall thickness. Lid support members shall be welded to the frame. NORTHWEST - W 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded TRAP-R-C 251 wire fabric welded to the frame. ONAL EaG When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep 10104 -111th Ave. N.E., Kirldand, WA 98033 ss / INLINE SPLICE extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 Phone: 425.522.4118 Fax: 425.522.4311 EXPIRES: 9/15/12 WYE SPLICE gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 FUSE KITS SPLICE KIT Load Test. U) J QUICK DISCONNECT A 10 AMP IN LINE FUSE TO LUMINAIRE JUNCTION BOX DIMENSION TABLE i c J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE KITS — S.E.C. OR EQUAL = p TYPICAL DESIGN "B" (� JUNCTION BOX 1/4" MINIMUM 2 Z SPLICE KITS GROUND LUG DRAIN HOLE O CLEAR EPDXY SPLICE D P= KITS ON ALL THRU 2" MIN. GROUT O Q WIRE RUNS UNDER POLE TOP OF CONCRETE FOUNDATION TO O Z 4" CONCRETE BASE BE LEVEL WITH PAD TOP OF SIDEWALK 5" g" OR CURB. O J 111 = DIAMETER DIAMETER = 7/8" J #8 BARE I Rill _= 11 =11U = —Till COPPER ITNIIIII1 II I II I I L� 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES I SECURITY SCREW S.S. (TYP.) PUN NEW COUNTERSUNK 14" X 19" AND 17" X 28" ». GALVANIZED HANDHOLE LID GROUND WIRE 4 -7/8" W DRILL THREAD FOR 1 — #8 GREENS GROUNID II l 11 ELEVATION VIEW 's /R" nIAM Rni TS GALVANIZED STEEL BAR ITEM BOX TYPE TYPE 1 TYPE 2 ZONE AL1BMAlE B A Box Outside length 22" 22° 1 33" B Box Outside Width 17" 17" 22 1/2" C Box Inside Length 18" 19 28" D Box Inside Width 13" 14" 17 E Lid Length 18" 18 26 1 2" F Lid Width 13 13 17 G Box De th 1 12" 12" 12" H Ud & Frame Depth 1 5 16 —5/16" 5L16" J Woll Thickness Min. 1 1/2" 1 1/2" 1 1/2" K Wire Reinforcement W -3 I W -2.5 W -2.5 ['Legend See DetaO See Deta6 See Detail I I L� 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES I SECURITY SCREW S.S. (TYP.) PUN NEW COUNTERSUNK 14" X 19" AND 17" X 28" ». GALVANIZED HANDHOLE LID GROUND WIRE 4 -7/8" W DRILL THREAD FOR 1 — #8 GREENS GROUNID II l 11 ELEVATION VIEW 's /R" nIAM Rni TS GALVANIZED STEEL BAR o COPPER -CLAD OR DIA. *GALVANIZED STEEL 444 1. PATE I GROUND ROD TYIRCAL ,uNCnaN eox BtsrALUnw oErARS RECOMMENDED 0 FUSE KIT FOR APPROVAL 3. 1� � a LEGEND DETAIL (Mark L) %i iL"®'i Tz_� m TYPE T Box By a TYPICAL SIGNALS TER v TYPE •.I• 0_4 w °- LIGHTING LIGHTING BY �y C' TS -LT xo0x DETAx PLAN swear UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND o"°'°""a BY 'v m SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE TO CITY STANDARDS .� ADOPTED ADOPTED -Form Leltare LOIN t /e" Weld L T • ADOPTED DALE CITY OF RRRON . . CITY OF R�rrON , �,�, 1 CRY OF RENEON a Stmdwd p� standard p� letters. em as re Dimond 1 Standard plans PaNam before farming Km.C'I DATE Isr DATE. 12/96 tar DAM 11/5/96 ILLUMINATION SYSTEM LEGEND LST DATE:11 /89 DATE ii REVISION BY APPR 1 DWG. NAME: JR -06 SP PAGE. J007 DATE REVISION BY APPR DWG, NAME: JR -12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 r nwro r h EN b STREET L HTN: = DIRET SHE..TC: .. I � t4 10 Tir:E III sEHJCE '2Ci24D vLT J I w A SIZE AS © ~ REQUIRED 0.188 WALL BRACKET -1 8" 20 1— ALUM. ALLOY 6063 -T6 . „_f. asEaeE= ;r.,1ra) R f- 4-1/2" 2" N.P.S. z ec LE >n; %:n.T O.D. SLIPFITTER g 1/2" BNC LOCKSOLT 5' -9" RADIUS z GR. 18 -8 S.S. FLUSH JOINT V -2" axM +:n x :e exs� t T E d 4-1/2" O.D. MIT 21' Q \ W TAPERED ALUM. POLE _ (e) L Gr BWT 0.188 WALL ALLOY 6063 -T6 2a.,IrVL SATIN GROUND FINISH 30' -0" M aslm xa srAxUND pas 23 -3" .i - - Was as9c aWNa nwKCnwna _e'` �x� n: YEE6 EIED %/PSE 94C_ j m SHAFT COMPONENT SCHEDULE _ _. 'ISEET ucxn"� O IEnP&M IDO AMP. 4 JAR. AV 01141L S"" SODGET ME. six .NW AT N00 POS ON _ (CONTRACTOR TO W.PaY YAM sm" owm PAMIBOM : 120/240 YAa IW ATP. 1 PHASE 3 WM uTPER WS 1 C I I I I I WESTINGHOUSE VS MXT -m DREAM% 151 HANDHOLE. 4 "x6" OPENING m:oJT IIPE M Ue,H 11N, 1- 100 /2 NO W /COVER AND S.S. SCREWS 8° O.D. �xJ 2 -20/2 IWMMnm NNNfe To a +a,n.c i -Soil SWNN. BRNO BASE FLANGE ALLOY 356 -T6 WiTH GROUND UG f.+c:r%TEC ON 1 -15/1 COMM as BRANCH BOLT COVERS & S.S. SCREWS 1' -6° EE- EIFE 1 -20/1 GROUND TAMA IRCEPMtlE BRANCH f2 -..I {x-17 —1 /4 SQ. OS MIACTM UORTM RATED, 30 NP, 4 PaL ao VAC COL SO o 091ODPASIWR r Z 11" TO 12" DIA. BOLT CIRCLE 4 nMW1a aorx To REWi NOro EuxTEC rn>.. (O—A1 _4 1/2" OF BOLT ABOVE o Ln 4" CONCRETE PAD�O FINISHED GRADE 5 Rxoro -mL ewAg swrea sPST. ks AMP. zn VAC. O: (4) 1" BNC GALV. STEEL warn oL -. %f�E O ANCHOR BOLTS WITH 4' .. ILA�x 1 ET W E "U 6 CABINET ISA1A rNMawT, pz cA veaxvANZeO srta, coxsmucmn. NUTS AND WASHERS —i. - cc Eli r.ET c' z saaExm Nm clsEtEn tars DC 4" DOORS STAA%EA SM VAU�xNIXE3 PPAiBLO�uroHk�E IRTm COTE -. GEC Cr ET (LC 0_ E GREEN R BaFE 1kE .'.rC _.tl1 i STREP'I lI;.HIi]T. CC.tv7>(%T?1: ama LOCK ON mmm ow 000N SBIRICB CAB ®Elm SIGNAL 3 EI E[ CONTROL N STANDARD 30 FOOT DAVIT POLE < >xmrr , BeTEAT_cc DOYD fat NE6MNE W9(Ei. CND NaIEA ADOPTED T- 345004 AN 5 /.�\ RN9l: TELMER PONDER GOAT. AtAWWY OUTSIDE. WAIE Dea � am a AWnN1 ll7 4 K ADOPTED W)i01/W y1�UU< IT l An a ♦ { ro Standard plans ra r ; n r , t L,E - P P4: E:..-.'. , DWG. NAME: JR -tto SP PAGE: JO10 IST DATE: 2- Oct -87 Tdz1 D ATE REMSIpA BY DWG. NAME: JR -02 SP PAGE: JO03 c 3_456 ®y" 2- (SIZED AS IREVTD��) LIGHTING SYS WIRES TO COCR 5/8 "x8' l I.LAMr' (� 4' LOAD LINE FUSE 1/4" 1/4" 1 /8" QO 1 /8" Egli CUTTING RINGS • * + ITEM _. _._ MATERIALS —�� _ 1" WIDE, 1/2" THICK PVC CONDUIT SYSTEM CONCRETE FOUNDATION Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 Lid Su ort 1 8'll'n Thick Sted L or T. - A36 Lid Diamond Plate Steel - A786 m Anchors rStAM Plate 3' SQ. ASTM Ar82 o COPPER -CLAD OR DIA. *GALVANIZED STEEL 444 1. PATE I GROUND ROD TYIRCAL ,uNCnaN eox BtsrALUnw oErARS RECOMMENDED 0 FUSE KIT FOR APPROVAL 3. 1� � a LEGEND DETAIL (Mark L) %i iL"®'i Tz_� m TYPE T Box By a TYPICAL SIGNALS TER v TYPE •.I• 0_4 w °- LIGHTING LIGHTING BY �y C' TS -LT xo0x DETAx PLAN swear UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND o"°'°""a BY 'v m SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE TO CITY STANDARDS .� ADOPTED ADOPTED -Form Leltare LOIN t /e" Weld L T • ADOPTED DALE CITY OF RRRON . . CITY OF R�rrON , �,�, 1 CRY OF RENEON a Stmdwd p� standard p� letters. em as re Dimond 1 Standard plans PaNam before farming Km.C'I DATE Isr DATE. 12/96 tar DAM 11/5/96 ILLUMINATION SYSTEM LEGEND LST DATE:11 /89 DATE ii REVISION BY APPR 1 DWG. NAME: JR -06 SP PAGE. J007 DATE REVISION BY APPR DWG, NAME: JR -12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 r nwro r h EN b STREET L HTN: = DIRET SHE..TC: .. I � t4 10 Tir:E III sEHJCE '2Ci24D vLT J I w A SIZE AS © ~ REQUIRED 0.188 WALL BRACKET -1 8" 20 1— ALUM. ALLOY 6063 -T6 . „_f. asEaeE= ;r.,1ra) R f- 4-1/2" 2" N.P.S. z ec LE >n; %:n.T O.D. SLIPFITTER g 1/2" BNC LOCKSOLT 5' -9" RADIUS z GR. 18 -8 S.S. FLUSH JOINT V -2" axM +:n x :e exs� t T E d 4-1/2" O.D. MIT 21' Q \ W TAPERED ALUM. POLE _ (e) L Gr BWT 0.188 WALL ALLOY 6063 -T6 2a.,IrVL SATIN GROUND FINISH 30' -0" M aslm xa srAxUND pas 23 -3" .i - - Was as9c aWNa nwKCnwna _e'` �x� n: YEE6 EIED %/PSE 94C_ j m SHAFT COMPONENT SCHEDULE _ _. 'ISEET ucxn"� O IEnP&M IDO AMP. 4 JAR. AV 01141L S"" SODGET ME. six .NW AT N00 POS ON _ (CONTRACTOR TO W.PaY YAM sm" owm PAMIBOM : 120/240 YAa IW ATP. 1 PHASE 3 WM uTPER WS 1 C I I I I I WESTINGHOUSE VS MXT -m DREAM% 151 HANDHOLE. 4 "x6" OPENING m:oJT IIPE M Ue,H 11N, 1- 100 /2 NO W /COVER AND S.S. SCREWS 8° O.D. �xJ 2 -20/2 IWMMnm NNNfe To a +a,n.c i -Soil SWNN. BRNO BASE FLANGE ALLOY 356 -T6 WiTH GROUND UG f.+c:r%TEC ON 1 -15/1 COMM as BRANCH BOLT COVERS & S.S. SCREWS 1' -6° EE- EIFE 1 -20/1 GROUND TAMA IRCEPMtlE BRANCH f2 -..I {x-17 —1 /4 SQ. OS MIACTM UORTM RATED, 30 NP, 4 PaL ao VAC COL SO o 091ODPASIWR r Z 11" TO 12" DIA. BOLT CIRCLE 4 nMW1a aorx To REWi NOro EuxTEC rn>.. (O—A1 _4 1/2" OF BOLT ABOVE o Ln 4" CONCRETE PAD�O FINISHED GRADE 5 Rxoro -mL ewAg swrea sPST. ks AMP. zn VAC. O: (4) 1" BNC GALV. STEEL warn oL -. %f�E O ANCHOR BOLTS WITH 4' .. ILA�x 1 ET W E "U 6 CABINET ISA1A rNMawT, pz cA veaxvANZeO srta, coxsmucmn. NUTS AND WASHERS —i. - cc Eli r.ET c' z saaExm Nm clsEtEn tars DC 4" DOORS STAA%EA SM VAU�xNIXE3 PPAiBLO�uroHk�E IRTm COTE -. GEC Cr ET (LC 0_ E GREEN R BaFE 1kE .'.rC _.tl1 i STREP'I lI;.HIi]T. CC.tv7>(%T?1: ama LOCK ON mmm ow 000N SBIRICB CAB ®Elm SIGNAL 3 EI E[ CONTROL N STANDARD 30 FOOT DAVIT POLE < >xmrr , BeTEAT_cc DOYD fat NE6MNE W9(Ei. CND NaIEA ADOPTED T- 345004 AN 5 /.�\ RN9l: TELMER PONDER GOAT. AtAWWY OUTSIDE. WAIE Dea � am a AWnN1 ll7 4 K ADOPTED W)i01/W y1�UU< IT l An a ♦ { ro Standard plans ra r ; n r , t L,E - P P4: E:..-.'. , DWG. NAME: JR -tto SP PAGE: JO10 IST DATE: 2- Oct -87 Tdz1 D ATE REMSIpA BY DWG. NAME: JR -02 SP PAGE: JO03 c 3_456 ®y" Cell 2 Workig Days Before You Dig 1- 800 - 424 -5555 UEities UrWwgromd Location Center (ID,MfIND,OR,WA) CHECKED FOR COMPLIANCE TO CITY STANDARDS I MI •: 10 O FlRST SUBMITTAL 7 SECOND SUBMITT 2 1 THIRD SUBMITTAL NO. t NOTES: 1. FLAGGER STATIONS SHALL BE ILLUMINATED DURING HOURS OF DARKNESS. 2. EXTEND DEVICES TAPER ACROSS SHOULDER. 3. RADIO COMMUNICATION RECOMMENDED BETWEEN FLAGGERS. REQUIRED IF FLAGGERS DO NOT HAVE CLEAR VISION OF EACH OTHER. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. w 1988 CITY OF ESM 1/51 /08 ' 1• �� xavI.WN xn ,eca /,aa, ESM 10/22/10 RENTON RAW : CLO °N 1NCN j DATUM A *ALL Planning /Building /Public Works Dept. IF N°i °ME INCx REVISION BY DATE APPR MPR�-- B E RCC°RDIxcLY T= 345005 RECOIRD DRAWING MlE GLADCO DEVELOPMENT, L.L.C. ROSEWOOD HIGHLANDS PRGE INN W x6. TRAFFIC CONTROL PLAN TR -01 SHE 31"31 06'7 345oo5 REVISIONS NO. DESCRU91ON/DATE 8Y I SECOND SUBMIITK 01/31/2008 6SM 2 THIRD SVBMR(PL 10/22/2010 ESM 3 FOURM SUBMMAL 12/06/2010 4 M PR5 ,2/22/2010 S CONSTkUC00N SET 02/24/2011 6 AS BUILTS 09/12/201t 7 AS BUILT MYVAS 10/19/2011 —L 0 N z —L 3 � U -) Z J f" J = Z a cW G � J d 0 = z 1 O W W 0 0 0� 0 J (n ('3 O Z 0 0 U � tlRw O 5y j Eff V: T ¢— W o°$ z _� 39 1, z LU z ON� am3 ca F MN IC . m C W m Dro z N c `v 9n e v mmLL E - W e D, a 3 $� =D c3 / W D :5 o,_ a h~ JOB NO.: 135 -001 -006 DWG. NAME: TR -01 DESIGNED BY: KAO DRAWN BY: CLC CHECKED BY: DATE: 10/19/2011 DATE OF PRINT: TR- -01 31 OF 31 SHEETS 9 J Z Z C� = O H 0 Z N J O J w m 44 o E-4 3 >-4 U E'+ "H 1WN IL i�i••1 b m _ 0 a s I> ffi W EL a w a 0 r z 0 N_ K m 1 H ° °. TRACT D 1 zws AgFp 17 19 20 21 22 I 23 i I - - - -- - - - - - -- - L M - -- - TRACTC "" t -- n I '1 -- �1 1. 4 2ND 16 - - - - --' .0 2 �, - -- - � E CT J I W, --- - - - - -- 25 W_NE2/VD CT °°e B " o I I e it 1 -- .T'RAGIT -- 3 YY., se an ,I so' _ AL --------- Z s no - - 13 Z 26 J TIP 5 - -- -- -- 9 14 - o s y -- - ----- -- - --- - ----------------- f° � II 1 T� 2 ______ ___ ________ W i' x ( Cd 4 - -- --- - -, s -ta - - 12 Olr 0 1 3 i Ci'� r Q 2 7 x ' TRACT F I 10 h � :T, , � � r_ i - � � � i _ srarsx �•k�1 a 4 l n7 s { - �� ------ ' 5 -- ` t L NE2ND PL PI : ro W xnorAM w omus II LUMINAIRE SCHEDULE LUM /NA /,4'E AS 0/-///- 75 O � V) LUM. NO. POLE ID. NO. CIRCUIT NO. LOCATION OFFSET (FEET) LAMP WATTAGE MAST ARM (FEET) MOUNTING HGT. (FT.) AND ALUMINUM DAVIT STYLE POLE - CE/V7ERL 11116 S!AT/O/V OF,7 -567 TFEE7) MASTAR (FEET) /HA60V)M ms '4 1 6911 C B UNION AVE NE 52 +67 29' LT. 150 8' 30' 2 -#6, 5-2,67-0.9 29./3'1-7. /O. /U 310.05 2 6913 B A NE 2ND PL 100 +73 22.5' LT. 100 8' 25' PVC 100,173.20 22.681-7. /O./ 2549 3 6915 B A NE 2ND PL 102 +50 22.5' LT. 100 8 25 /02Y (9.901 22.271-7. 10.37 7T. 95 4 6917 B A INE 2ND PL 104 +51 22.5' LT. 100 1 8' 25' / t 4 7y " 22.951-7. /O, // 25.75 5 6919 B A VASHON AVE NE 200 +66 22.5' RT. 100 8' 25' 200tbS.8/ 92,73'Rri /0.28 Z5.17 6 6921 B A VASHON AVE NE 201 +75 22.5' RT. 100 8' 25' ZOlt 46 7.76 23.3Z'1- T. /0.03 25.09 7 6920 B A NE 2ND CT 203 +03 22.5' RT. 100 8 25' -7,9-4 -oz. 22.9 . 9.86 25.11 8 6912 B B NE 2ND CT 401 +46 14.5' LT. 100 8' 25 _ -OLf (aOlf 13, 5 /O, /6 Z5.21 9 6914 B B NE 2ND CT 403 +26 14.5' LT. 100 8' 25' = 403126.33 /4.41-'1-7 /O'Z3 1 25.52 CONDUIT RUN CONDUIT SIZE CONDUCTORS 40TES AND ALUMINUM DAVIT STYLE POLE PVC SCHEDULE 40 2- 1- GREEN 2 1.5 - PVC SCHEDULE 80 2 -#6, 1 -#6 GREEN ® 3 2.0" PVC (SCHEDULE 40) 2 -#6, 3-04 1 -#6 GREEN PHOTOCELL SERVICE CABINET 4 2.0" PVC (SCHEDULE 40) 4 -#6, 13-#14 1 -#6 GREEN PHOTOCELL CONSTRUCTION NOTES O INSTALL CONCRETE FOUNDATION, LIGHT STANDARD AND LUMINAIRE PER POLE SCHEDULE. O INSTALL TYPE 1 JUNCTION BOX WITH CONCRETE PAD. OINSTALL ELECTRICAL SERVICE CABINET # 0129 PER DETAIL ON SHEET 3 ON UNION AVE NE AT APPROXIMATE STATION 52 +92, 29' LT. COORDINATE WITH PSE FOR SERVICE CONNECTION. LEGEND 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 Em SERVICE CABINET 0 WIRE NOTE O CONSTRUCTION NOTE CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. R IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE AS REQUIRED AND FIELD VERIFY LOCATION OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUND UTILITY NQTE: YOU MUST CALL 1 -800- 424 -505 NOT LESS THAN 72 HOURS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND U77LI7 7ES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE 7IMES THE COST OF REPAIRS TO THE SERVICE). I 40 0 40 80 iiiii scale feet m " m 011 7�):�179:ZiPl_n BY - By BY CHECKED FOR COMPLIANCE / TO CITY ST NDARDS + z` I DATEi:j;an 3, 20l/ *. 6^40- &J 'tom DATE 444fl.2azI ' DATE fle"I N T X L7RTi' =% '° TRAFI--/C EXPERTS 11410 NE 1241h St., #590, Kirkland, WA 98034 Phone: 425:522.4118 Fax: 425.522.4311 1, o o b � 0 N r� as (%11 o rf SIZE AS REQUIRED , 2" N.P.S. SLIPFITTER O '# N N p J 0.188 WALL BRACKET SIDEWALK ALUM. ALLOY 6063 -T6 2 SI CURB 4 t/2 O.D. SLIPFITTER 10' UTILITY EASEMENT 5' -9" RA 2" BROADWAY 1/2" 8NC LOCKBOLT "BRACKET GR. 18 -8 S.S. R W FLUSH JOINT .71--2- CURB 4 -1/2" O.D. f �� SIDEWALK R/W LINE 1' -2" O' J H 25' 30' 35' 40' T I 1' -2 BY 3/4 10' MIN. 2' TO 4' SHAM CONNECTOR WITH LOCKNUT SL REDUCING WASHER CLEARANCE FROM DRIVEWAY OVERHANG 33' -3 T 0.188 0.188 0.219 0.219 _ ALTERNATE PLAN VIEW 'H' TAPERED ALUM. POLE Z X18' SL' 0.188 WALL ALLOY 6063 -T6 p. SATIN GROUND FINISH 25 -0" O; Q FACE OF CU 8 TO I I AI I nCkl=O nr ni r ia• -s" , -.3/4" ROUFX O' J H 25' 30' 35' 40' T I 1' -2 SHAM CONNECTOR WITH LOCKNUT SL 18'- 23 3-128--3-1 33' -3 T 0.188 0.188 0.219 0.219 _ TAPERED ALUM. POLE 2' VERHANG •` T WALL ALLOY 6063 -T6 SINGLE OR DOUBLE MAST SATIN GROUND FINISH STREET LIGHT CONDUIT ARM AS REQUIRED 'H' TRENCH DEPTH 24" HANDHOLE 4"x6" OPENING W /COVER SL 151 HANDHOLE. 4"x6" OPENING & S.S. SCREWS. TYPICAL STREET LIGHT W /COVER AND S.S. SCREWS 8" O.D. GROUND LUG INSIDE POLE FOUNDATION LOCATION BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG 1' -6" a BOLT COVERS & S.S. SCREWS 1, 6. . q y \ f FOR DOUBLE MAST ARM, INSTALL 2ND CABLE 44 `� s ;: ° ° e 1--11-1/4!- SO. BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES Q `0 STREET LIGHT i` ARE: ON SAME CIRCUIT 3 CONDUIT TRENCH DEPTH 24" 11" TO 12" DIA. �y 0 BOLT CIRCLE �y/�q� 4 1 /2" OF BOLT ABOVE E., W a ALTERNATE STREET CROSS SECTION 4" CONCRETE PAD FINISHED GRADE MAST ARM WIRING DETAIL U ix LIGHT BASE AND JUNCTION BOX LOCATIONS (a) t" BNC cALV. STEEL :2 ANCHOR BOLTS WITH a' STANDARD 25 FOOT DAVIT POLE STRAIN RELIEF DETAIL NUTS AND WASHERS m ADOPTED �p 4' ADOPTED ADOPTED OF REN �1 0 ♦ ♦ Standard plans ♦ dNplans ♦.♦ S andNplans a LST DATE: 12/96 LST DATE: 10/30/96 LST DATE: 10/30/96 DATE REVISION BY PPR DWG. NAME: JR -35 SP PAGE: J014 $ DATE REVISION BY PPR DWG. NAME: JR -01 SP PAGE: J002 DATE I REVISION 13Y PR DWG. NAME: JR -05 SP PAGE: J006 ° LIGHTING STANDARD & JUNCTION BOX INSTALL DECAL NUMBERS VERTICALLY. INSTALL TYPICAL LIGHT BASE AND JUNCTION BOX IN �T � OR DA O WEATHER 50 °F CONCRETE PAD o -- ovo Ov ° °ov o 7' -0" VARIABLE MIN. DO /� p �OvD 00 e D OOv �1' -6' y a/ n °C 0 vo � ° e o v Dv nvD NUMBERING EXAMPLES PLAN VIEW ; pO RA vD 1 o D = D ao 3' 2 5 i 1, 1. 4 "T i I.° 1. CAUT /ON: 7 Y` (• _ - - - - - - L J •' n LOCATION OF EXISTING UTILITIES SHOWN IS e D eD ° o Dv o v Dv D OD C $ .o, . - - - - - -- • A APPROXIMATE AND MAY NOT BE ACCURATE 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 FRONT VIEW SIDE VIEW OWNED OWNED POWER PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDER0ROUND UTILITY NOTE: TYPICAL JUNCTION BOX "B" YOU MUST CALL 1- 800 - 424 -5555 NOT LESS THAN 72 HOURS 1> CURB CONCRETE PAD BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND OF UTILITJES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN a D 09 �I-- 3' -0 "�I F'- 3'- 0 " ---) BEARING SUBSTANTIAL REPAIR COSTS (UP TO THREE TIMES THE ¢ SIDE VIEW Ov D v v D o 0 4" DEEP �� 4" COST OF REPAIRS TO THE SERVICE). I O pn evD MOUNTING I 9� T I o ° f� DD HEIGHT F I I I I °o ° 15 FEET 450 L - - - -J L - -J m vo I I o° ° TRAFFIC FRONT VIEW SIDE VIEW 1 — —e_ RECORO G7RAW //VG RECOMMENDED FOR APPROVAL o oe o° 13/4 °2 TYPICAL JUNCTION BOX "C" T=34! 5 007 PLAN VIEW �� CONCRETE PAD BY INDIVIDUAL JUNCTION BOX 1-- -4' -0" H 1-- S- 0 " - --) CHECKED FOR COMPLIANCE DECAL: 4 "r _. ,ti TO CITY STANDARDS ovo 0 o D ovo RELECTORIZED T ° ° D v GOTHIC GOLD 2"- 2Y2 23B" -3" ( I I I DATE D OR WHITE LEGEND aL_ ___ —J L---J z ° e ° D °e° NOTE: CLASS 'B' CONCRETE ON BLACK DATE ° TO BE USED IN BACKGROUND FRONT VIEW SIDE VIEW DATE D Zi e 0 = D DdO CONSTRUCTION OF PAD 4 O o 4 o TYPICAL 'CONCRETE PAD DETAILS ONALO CONCRETE PAD DETAILS STREET LIGHT STANDARD rA�� wASy4 0 0 o Dv v v D DECAL NUMBERING SYSTEM � N 1 ADOPTED or lumm ADOPTED ADOPTED NORTHWEST PLAN VIEW . ♦ plans OF RRNTON crff OF RRNiON TRAFF/!" EXPERTS °FyF��S7Ea��6�� Standard lens ♦ ♦ ♦ ♦ r LST DATE: 10/30/96 Standard plans Standard plans 'sIONAL E� LST DATE: 12/96 LST DATE: 11/7/96 10104 -111th Ave. N.E., Kirkland, WA 98033 ,. z DWG. NAME: JR -07 SP PAGE: J00 Phone: 425.522.4118 Fax: 425.522.4311 L>�� 9/15/12 I DATE I REVISION DATE REVISION BY PPR DWG. NAME: JR -09A SP PAGE: J009 DWG. NAME: JR -36A SP PAGE: J015 o o O °0 1 d x 0 5 1 r y _o 1 ARK ITEM BOX TYPE n TYPE 2 ALMMATE A I ALUMIE B A wAS 22" 22 33° 1 " s GRAYEI PAD ACTm Box Outside MOOT 17° 17" 2" 22 1/2* Box Inside Length — 19" 28" Ud Su art All dimensions are minimum. Exact confi urations var amon different manufacturers. 13" 14" 17 Lid Length 18" 18" 26 1 2" The noted lid thickeners overall minimums. The Diamond Pattern for Type i or Type 2 zj:WfWfEX 1 13" 13 17 Box De th EPDXY FILL EPDXY FILL Boxes shall be 2816 mlmmum of overall thickness. � Ud & Frame Depth 5/16' 5/16" 5/16- Lid support members shall be welded to the frame. Wdl Thkkness e 1 1 2° 1 1 2" 4000PSi concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded TRAFF /� EXPERT. "�n'Pfgis -ISI Wire Reinforcement W -3 • ' wire fabric welded to the frame. Edo ONAL See Detail See Detail When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep 10104 - 111th Ave. N.E., Kirkland, WA 98033 INLINE SPLICE - extension boxes. EXPIRES 9/15/12 When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 1/2" 10 Phone: 425.522.4118 Fax: 425.522.4311 WYE SPLICE gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 SPLICE KIT Load Test. J FUSE KITS A p QUICK DISCONNECT Z Q 10 AMP IN LINE FUSE TO LUMINAIRE JUNCTION BOX DIMENSION TABLE c 1 J -11 TYPE 1 AND 2 HANDHOLE LOCKING DEVICE KITS - S.E.C. OR EQUAL _ �p TYPICAL DESIGN "B" (� JUNCTION BOX ' 1/4" MINIMUM Z SPLICE KITS GROUND LUG DRAIN HOLE O CLEAR EPDXY SPLICE 0 Q KITS R ALL THRU 2" MIN. GROUT TOP OF CONCRETE O WIRE RUNS UNDER POLE FOUNDATION TO O Z 4" CONCRETE BASE BE LEVEL WITH PAD TOP OF SIDEWALK 5" 9" OR CURB. 0 J III = III_III� DIAMETER = 7/8" J #8 BARE = 1� II =111L= =1111 - COPPER IIIIIL- Ililll�IIII II I II I 1 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES SECURITY SCREW S.S. (TYP.) NEM PLAN COUNTERSUNK 1 4 = 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID GROUND WIRE — 4 -7/8" I� I DRILL THREAD FOR ET.EVAnoN Mlw 1 - #8 GREENS GROUND II �� 3 /R" nIAM Rnl TS GALVANIZED STEEL BAR A&A ARK ITEM BOX TYPE TYPE 1 TYPE 2 ALMMATE A I ALUMIE B A Box Outside length 22" 22 33° 1 " s GRAYEI PAD ACTm Box Outside MOOT 17° 17" 2" 22 1/2* C Box Inside Length 18 19" 28" Ud Su art Box Inside Width 13" 14" 17 Lid Length 18" 18" 26 1 2" ( Lid Width 1 13" 13 17 Box De th 12 12 12" Ud & Frame Depth 5/16' 5/16" 5/16- Wdl Thkkness Yin. 1 1 2° 1 1 2" 1 1/2- Wire Reinforcement W -3 W -2.5 W -2.5 Legend See Detail See Detail Detail I 1 3/8" X 2" LONG PIN HEX 1/2" DIAM. HOLES SECURITY SCREW S.S. (TYP.) NEM PLAN COUNTERSUNK 1 4 = 14" X 19" AND 17" X 28" GALVANIZED HANDHOLE LID GROUND WIRE — 4 -7/8" I� I DRILL THREAD FOR ET.EVAnoN Mlw 1 - #8 GREENS GROUND II �� 3 /R" nIAM Rnl TS GALVANIZED STEEL BAR A&A o GUVt'tK -ULAU / + UK UTA. � *GALVANIZED STEEL Pr 'Z s DATE GROUND ROD TwNCAL Aixcna4 eox INS7EAt1A7104 °ErAxs RECOMMENDED O 3 FUSE KIT FOR APPROVAL 1,y E­4 a LEGEND DETAIL (Mark L) i=ce "° m T 'r Box By S TYPICAL E-4 3 EL LIIGHTING T 5 TYPE •" eox BY LIGHTING UNDERGROUND TS -LT TRAFFIC SIGNAL sYS1EM LEGEND e"�a PLAN m' :o TELEMETRY SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE in TO CITY STANDARDS c •E ADOPTED ADOPTED -Form Lottere wM 1 W weld L T' MY OF RE DATE CT1Y OP RENYON ciTlr OF I2gNTON / crrr OF 6622'02 DATE Bead. Grind off Diamond ° • Pi— • standard Pium e�� belt re to min. I Standard plans EST DATE: 12/96 EST DATE: 11/5/96 ILLUMINATION SYSTnU LEGEND 1ST DATE: 11/89 DATE E REVISION gy pR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 STREET LIGHTi J T CT;i `131A:ET �J V Ikll:.­, I I awN 4 TYr :E III SER'VICCE `1.'�;�2 -1O 'BOLT L -� w `' SIZE AS © ~ REQUIRED 0.188 WALL BRACKET -1 8" 20 I ALUM. ALLOY 6063 -T6.m a x- 4-1/2" 2" N.P.S. _FILE n ':ctr B ®� O.D. SUPFITTER `i ,�., L® 1/2" BNC LOCKBOLT 5' -9" RADIUS C» P-) - GR. 18 -8 S.S. L-i �I- FLUSH JOINT / 1' -2" -nauc" v.e -nev> o �¢; y } f'# x• }- ,I - '19::10 v'a P 4 -1 /2" O.D. a• a hil x - - ._ ¢ �� G h TAPERED ALUM. POLE I I LL rG»1 ¢ 0.188 WALL ALLOY 6063 -T6 0 aor.< 1 1 SATIN GROUND FINISH dal m uSM PTA STANDARD ON } 23 -3" 30' -0" uE[+s DnxNEE Sa[D. Tur m SHAFT comp a g nnwas ewer COMPONENT SCHEDULE i"EET u,..NiR+; O NETEABeM 100 AMP, 4,01t AW 014111 SAFETY SCOU 11PL 512: W AT eW POSTON H (OD1nM IM TO ANY Arlin 41220 UTUTY) r 3 U i PAMIMOV. 12]/20 YA4 1W W. i PU4: S NAE COPPER BUS 151 HANDHOLE. 4 "x6" OPENING - r- I i I I I I I xEStNaos eAe ear -cN er&N¢Rs W COVER AND S.S. SCREWS " O.D. rc.1r uc T., ucero -AV2 Ara, fi'ECD/�D ORAl7Y/NG 2 -M/2 ac Ow BtAACN BASE FLANGE ALLOY 356 -T6 WITH /-GROUND UG ` , r1 mo T y + 1 -15P CMAt min N €.TIE r . 1 -1011 MOM AU REC BOLT COVERS & S.S. SCREWS )'_g^ a , . + -MA caDlflD FAULT AECFPTAOE eRAAlaI �I 1- 11 -1/4" SO. ( 0 Z z 11" TO 12° DIN. 3 CORTACTOC L"NTMO HARD. x MP, 4 POE, 1m VAC WL so 0 ANI00PAMAM M BOLT CIRCLE �� 4 1//2" OF BOLT ABOVE M Ln 4" CONCRETE PAD FlNI5HED GRADE 5 1EBNIU &ax S RNg1E PSM. 11BARC cal 5 P11010-Cal BKASS SwTCt SM. 15 NN, 277 W. tO T=345008 +'�' HITE L N ET (EE IT * -LT:9 (4) i" BNC GALV. STEEL `� 6 GROND FAULT RECEPTAQE 1M YAC, WPLEX 20A ANCHOR BOLTS WITH VA tA1NNE xENA R PAaiMilIT, 2 cA PAEDAEYANtm srtEl carsnax:TAN, v NUTS AND WASHERS ; EEry VET c 1 2 um wXTS 4" ] ED J U -ET 1L� TOM WAW DUTY CONaAMO "ES (LIFT -OFF TYPE) W STAMM SM VAULT nWAN.ES. FAOLCOO&E MM DOW CL E. CREEK F e: RE ICE 1,'.i j SIBY h7 II::HIISL ''�lA,'1 OIE so a Dxx m DISTM(1ddN DOOR SERwCE CABDIBL i0E ALA[ CONTROL C. UENEL' �CHEUATTC: PO14WD WPE a.Ass WNDDIP IN YE1FR DOOR & TRAP➢Lc SIGNAL N STANDARD 30 FOOT DAVIT POLE - a.�EO au. NECIME W��• CM Nar11R 5 Aloes AO AooP1ED 1111 oP Amz FwSN: POLYESTER PONDER COAT. AV,'YAIUY WISaL NAff p9a 4IIY m lmrmx ADOPTED { 4 S Off a SONON .1.MII.Wf. K", ' fn aim NAe :x Rcn , 1m NR a /o4 Standard plans '. • uLFE. -['.1 owe. NAME: JR -11u SP PACE:.a10 LW IST DATE: 2- Oct -87 O z DATE I PENSION I UY DWG. NAME: JR -02 SP PAGE: ,1003 C'b f 3 *•5e-) C:)'+ O e'n o O 0 1 w � � u z 1 a W r e!+ o 2- (SIZED AS 2) LIGHTING SYSTEM WIRES TO CONTACTOR (I 4' FUSE 1/4" 1/4 1/8' ® 1 /8" CUTTING RINGS * ITEM MATERIALS 1 " s GRAYEI PAD ACTm 1" WIDE, 1/2" THICK Box 6000 PSI concrete See Notes PVC CONDUIT SYSTEM CONCRETE FOUNDATION Frame Diamond Plate Steel - A786 Ud Su art 1 III c Sted L a T. - AT6 Lid Diamond Plate Steel A786 Anchors Steel Wire or Tee Plate ( Reinforcanalt ASTM A -82 Steel o GUVt'tK -ULAU / + UK UTA. � *GALVANIZED STEEL Pr 'Z s DATE GROUND ROD TwNCAL Aixcna4 eox INS7EAt1A7104 °ErAxs RECOMMENDED O 3 FUSE KIT FOR APPROVAL 1,y E­4 a LEGEND DETAIL (Mark L) i=ce "° m T 'r Box By S TYPICAL E-4 3 EL LIIGHTING T 5 TYPE •" eox BY LIGHTING UNDERGROUND TS -LT TRAFFIC SIGNAL sYS1EM LEGEND e"�a PLAN m' :o TELEMETRY SYSTEM FUSE KIT & SPLICE KIT DETAILS JUNCTION BOX DETAILS CHECKED FOR COMPLIANCE in TO CITY STANDARDS c •E ADOPTED ADOPTED -Form Lottere wM 1 W weld L T' MY OF RE DATE CT1Y OP RENYON ciTlr OF I2gNTON / crrr OF 6622'02 DATE Bead. Grind off Diamond ° • Pi— • standard Pium e�� belt re to min. I Standard plans EST DATE: 12/96 EST DATE: 11/5/96 ILLUMINATION SYSTnU LEGEND 1ST DATE: 11/89 DATE E REVISION gy pR DWG. NAME: JR -06 SP PAGE: J007 DATE REVISION BY APPR DWG. NAME: JR -12 SP PAGE: J013 DATE REVISION BY APPR DWG. NAME: JR -36 SP PAGE: J016 STREET LIGHTi J T CT;i `131A:ET �J V Ikll:.­, I I awN 4 TYr :E III SER'VICCE `1.'�;�2 -1O 'BOLT L -� w `' SIZE AS © ~ REQUIRED 0.188 WALL BRACKET -1 8" 20 I ALUM. ALLOY 6063 -T6.m a x- 4-1/2" 2" N.P.S. _FILE n ':ctr B ®� O.D. SUPFITTER `i ,�., L® 1/2" BNC LOCKBOLT 5' -9" RADIUS C» P-) - GR. 18 -8 S.S. L-i �I- FLUSH JOINT / 1' -2" -nauc" v.e -nev> o �¢; y } f'# x• }- ,I - '19::10 v'a P 4 -1 /2" O.D. a• a hil x - - ._ ¢ �� G h TAPERED ALUM. POLE I I LL rG»1 ¢ 0.188 WALL ALLOY 6063 -T6 0 aor.< 1 1 SATIN GROUND FINISH dal m uSM PTA STANDARD ON } 23 -3" 30' -0" uE[+s DnxNEE Sa[D. Tur m SHAFT comp a g nnwas ewer COMPONENT SCHEDULE i"EET u,..NiR+; O NETEABeM 100 AMP, 4,01t AW 014111 SAFETY SCOU 11PL 512: W AT eW POSTON H (OD1nM IM TO ANY Arlin 41220 UTUTY) r 3 U i PAMIMOV. 12]/20 YA4 1W W. i PU4: S NAE COPPER BUS 151 HANDHOLE. 4 "x6" OPENING - r- I i I I I I I xEStNaos eAe ear -cN er&N¢Rs W COVER AND S.S. SCREWS " O.D. rc.1r uc T., ucero -AV2 Ara, fi'ECD/�D ORAl7Y/NG 2 -M/2 ac Ow BtAACN BASE FLANGE ALLOY 356 -T6 WITH /-GROUND UG ` , r1 mo T y + 1 -15P CMAt min N €.TIE r . 1 -1011 MOM AU REC BOLT COVERS & S.S. SCREWS )'_g^ a , . + -MA caDlflD FAULT AECFPTAOE eRAAlaI �I 1- 11 -1/4" SO. ( 0 Z z 11" TO 12° DIN. 3 CORTACTOC L"NTMO HARD. x MP, 4 POE, 1m VAC WL so 0 ANI00PAMAM M BOLT CIRCLE �� 4 1//2" OF BOLT ABOVE M Ln 4" CONCRETE PAD FlNI5HED GRADE 5 1EBNIU &ax S RNg1E PSM. 11BARC cal 5 P11010-Cal BKASS SwTCt SM. 15 NN, 277 W. tO T=345008 +'�' HITE L N ET (EE IT * -LT:9 (4) i" BNC GALV. STEEL `� 6 GROND FAULT RECEPTAQE 1M YAC, WPLEX 20A ANCHOR BOLTS WITH VA tA1NNE xENA R PAaiMilIT, 2 cA PAEDAEYANtm srtEl carsnax:TAN, v NUTS AND WASHERS ; EEry VET c 1 2 um wXTS 4" ] ED J U -ET 1L� TOM WAW DUTY CONaAMO "ES (LIFT -OFF TYPE) W STAMM SM VAULT nWAN.ES. FAOLCOO&E MM DOW CL E. CREEK F e: RE ICE 1,'.i j SIBY h7 II::HIISL ''�lA,'1 OIE so a Dxx m DISTM(1ddN DOOR SERwCE CABDIBL i0E ALA[ CONTROL C. UENEL' �CHEUATTC: PO14WD WPE a.Ass WNDDIP IN YE1FR DOOR & TRAP➢Lc SIGNAL N STANDARD 30 FOOT DAVIT POLE - a.�EO au. NECIME W��• CM Nar11R 5 Aloes AO AooP1ED 1111 oP Amz FwSN: POLYESTER PONDER COAT. AV,'YAIUY WISaL NAff p9a 4IIY m lmrmx ADOPTED { 4 S Off a SONON .1.MII.Wf. K", ' fn aim NAe :x Rcn , 1m NR a /o4 Standard plans '. • uLFE. -['.1 owe. NAME: JR -11u SP PACE:.a10 LW IST DATE: 2- Oct -87 O z DATE I PENSION I UY DWG. 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