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Home My WebLink AboutzT-2108SetIj TRO-41- 2108 .I 1 1 I I l SCALE 1 = 50 co + 1+00 EX 120 ATER +00 tee-# ------- �"1aa -- 3 ro I I I Al I I I 1 1 1 11 I 1 24 ss"H . ce 5- c 58 25 q 25 sssw x C827 u 28 CB 2�„ C8 3 29 S&WH # 12 Cl. #lA 3 +00 88834' E 505.21' i \ i 1 20 19 1 O U nL. SM'T ;8 S 88"38'3' E AA 52.77' I�T +00 I FC 5+ce °7 PT = Bt18.S5L ! 17 rr� 7 1 + D I h too m a a n o� ' 1s 5 s Cr L # 6A� CB 6 4B O' U77L. ASM'T. F TYP_ �1 HH ` ;5 D I SSMH # 7 s 1 x 12 r i pp W SSMH ,fig 1. I l 10 STA 9+93-50 = STA 0 +00 (ESM'T) 14 - o 2 II H . o �1 SSMH N LUMIN..4JRCTY') W pP i 10' U77-1- _ E.ASM' (Ty~) 77 . 12 3 c i 3 z� p — — Gl. - - 8A - ---------------------- . — — -7T; 9A — — — --------------- — — — — ' ------ - - - - -} i 121 c 5100 YY' F y EX fQf WATER 8 +00 6 +00 + 2° was— — — — — — — — – eB # 9 N.E. 24TH STREET "AS- BUILT " FROM FIELD SURVEY BY TOUMA ENGINEERS. T- O a NE 114 SEC. 5, TWN. 23 N, R. 5 E, W.M. ;:GRAPPROVAL Fiau �v�euf' 93__I I Z I i I I I A I ' ' `a LEGEND 23 SERVICE CABINET JUNCTION BOX LIGHT STD. & LUMINA /RE CONDUI T CONCRETE PAD SCALE- 20' Cl) -ST .4 4-56. i85 -RT KENNEWICK AVE. Ni S T_A 10, 18.5' LT,' 14 L % 'y 07�----------- ----------- 26,-" 25 ION NOTES: 28 GENERAL CONSTRUCT 27 29 1. A,, work shall be in accordance with the City of Renton standards Specification and these plans. 2. The contractor shall submit G request to the City of Renton for Ttiterials approval at the earliest possible date. -J.—All work shall be consistent with utility agency requirements. The contractor shall contact all pertinent utility agencies 48 hours before commencing work and shall coordinate work with utilities throughout the project- 4. The contractor shall be responsible for any damage to existing utilities. The contractor shall notify the affected utility company and the city immediately upon damage. 5. The contractor shall notify the City of Renton Field Inspection Division _(277-5570) for inspection purposes, 24 hours before commencing work. No work shall be covered until its been examined by the inspector. All conduit cover shall be 24 inches. AS-BUILT DRIVEWAY LOCATIONS ARE SHOWN CORRECTED T_VID8 7 Maintain clearances from such features such as property lines, location ON SHTS, 2,3, & 6 OF 27 of driveways, fire hydrants and any other features. minimum 10 Fr, NE. Pd SEC. 5. TWN. 23 N. R 5 F_ Wh CHEChZDF CI VL 'u,U 11!71.,:EG TO C17Y S S F�.:I;' iPLOVAL SEE SHT 24 OF 27 CHECKED FCR CO,'#& FL: ",'.L- TO CITY STANDARD MA TCHL INE STA 6+63.71 MATCHL .0. 14 -7.1 0S i43J 71.22"', INE STA 5+36.80 T 24 OF 27 - -- --------- IN -------------- 4— �13 Ar 4 5 II 2 -J STA �G, LT. Q_ e-, A jm 2 Z-1 '1 2 2 1 Q. STA 1-56 18.5' LET , \1 rf 2 I 0(3, Cl) -ST .4 4-56. i85 -RT KENNEWICK AVE. Ni S T_A 10, 18.5' LT,' 14 L % 'y 07�----------- ----------- 26,-" 25 ION NOTES: 28 GENERAL CONSTRUCT 27 29 1. A,, work shall be in accordance with the City of Renton standards Specification and these plans. 2. The contractor shall submit G request to the City of Renton for Ttiterials approval at the earliest possible date. -J.—All work shall be consistent with utility agency requirements. The contractor shall contact all pertinent utility agencies 48 hours before commencing work and shall coordinate work with utilities throughout the project- 4. The contractor shall be responsible for any damage to existing utilities. The contractor shall notify the affected utility company and the city immediately upon damage. 5. The contractor shall notify the City of Renton Field Inspection Division _(277-5570) for inspection purposes, 24 hours before commencing work. No work shall be covered until its been examined by the inspector. All conduit cover shall be 24 inches. AS-BUILT DRIVEWAY LOCATIONS ARE SHOWN CORRECTED T_VID8 7 Maintain clearances from such features such as property lines, location ON SHTS, 2,3, & 6 OF 27 of driveways, fire hydrants and any other features. minimum 10 Fr, NE. Pd SEC. 5. TWN. 23 N. R 5 F_ Wh CHEChZDF CI VL 'u,U 11!71.,:EG TO C17Y S S F�.:I;' iPLOVAL Date CHECKED FCR CO,'#& FL: ",'.L- TO CITY STANDARD .0. 14 -7.1 0S "AS-BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. I` I I I I I A I I I I A I I I A I A I tz iI 7 -7 18 I SEE S,-IT. 23 OF 27 1 2.108 " AS-BUILT " DRIVEWAY LOCATIONS ARE SHOWN CORRECTED ON SHTS. 2,3, & 6 OF 27 to PE='"PZEDD RE007 11FIDED FC;,RAPPFi0VAL/ 6' �FiAPPROWL 3 py 71�_5 0- a --- CONDUIT SCALE.-I /" 16 20' 00 LEGEND to SERVICE CABINET 3 JUNCTION BOX 0- LIGHT STD. & LUMINAIRE --- CONDUIT CONCRETE PAD SCALE.-I /" 16 20' 00 A I I I I I AI I I I A I I I A I A I 'A I A I I I A I I I 1 11 1 1 `Iii � -_ - _- '�__`' •. 7_7 (D 300 2 SIA 7.147. 235' LT 13 i- -.1 i t -4 ------------- STA 6.30, 23:5 LT. ( Dr F_ 2 0 7'T -4 M.4TCHI INE A' 4T 5 +3'6. bo SEE SHT 23 OF BY TOUMA ENGINEERS. NE. k4 SEC. 5, TWN. 23 N.. R. 5 El. WM. A I I I I I AI I I I A I I I A I A I 'A I A I I I A I I I 1 11 1 1 40, 7 SL 18--3-1 27 3' 28' -3. 33' 3•I T 0.188 r 01188 DM9 1 0219 2' TO 4' TAPERED ALUK POLE OVERHANG T' WALL ALLOY 6063 -T6 + SATIN GROUND FINISH HANDHOLE 4'x6' N j OPENING W /COVER & S.S. SCREWS, GROUND LUG INSIDE POLE i TRENCH LOCATIOW' TYPICAL STREET CROSS SECTION LIGHT BASE AND JUNC77ON BOX LOCATIONS STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT B T_ - B 100 A NAM BREAKER (H1N POLE 240 MILT' B B a w J BRANCH BREAKERS E 120/240 VOLT w 16 POLE Z TEST A SWITC B B A II B C o TERMINAL B B II BLOCK l p UTILITY PLUG CG I) Iwo J CIRCUIT WIRES TO LIGHTING RUNS A 1 PHOTO -CELL MOUNTED ON WIRING COLOR CODE NEAREST A. WHITE JACKET (NEUTRAL) LUMINAIRE B. BLACK JACKET (LINE) C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) STREET LIGHTING CONTRACTOR CABINET SCHEMA TIC T rP!1 a tl _ A S w Aft JU DCTKX4 BOX DVENSIGN TABLE 90A MATERW -S Box WW IS wur#A (See *Us) I s +Frame I] wwrd IWe ShW - A786 * I Lid Surrert 1) I/Tflfi� 9Yd a+ L er I - A { Lid Fend PW* _- A71% I Anchors_, Steel Wire Tee Pk*e� IRAdmus II ASTM A-82 Steel GALVANIZED STEEL � cww»wi. PAa COMMMCIED LEGEND DETAIL ( �9 �Z TYPICAL JUNCTION BOX 11SWALLATION DETAILS 25 T 5 rr UGHTI G KENNEMCK PL. NE. 2' PVC - SCH. 80 TEUEM � cww»wi. PAa COMMMCIED LEGEND DETAIL ( �9 �Z TYPICAL JUNCTION BOX 11SWALLATION DETAILS 25 T 5 150 WA T75 UGHTI G KENNEMCK PL. NE. 2' PVC - SCH. 80 TEUEM A 1374c TELEMETRY i ffm 9C�NIN_ SYSPEl1 UEMND � ® 1vPE r eox 150 WATTS KENNEMCK PL.NE. 2 - #8 T.H. W. CU. SQ a +'ono H" DErA>L PLAN SYMBOLS Form-Letters with 1/13' Weld L a rls ee °r us Bead. Grind off Diamond 150 WATTS 2' PYc - SCH z10 + Pattern before forming letters. p.WA@Y4MON SYSTEM LEEEND STA 5 +72, 18.5 LT. JUNCTION BOX DETAILS I I11WIVAIRF _grl4F!)l /IF POLE l D.,# POLE LOCA77ON MH ARM LENGTH LUMINAIRE 1379c STA 1 +56, 18.5' LT. 25 4' 150 WA T75 3 - f2 SERVICE KENNEMCK PL. NE. 2' PVC - SCH. 80 2 - 18 T.H.W CU. A 1374c STA 3 +10, 18.5 RT. 25' 4' 150 WATTS KENNEMCK PL.NE. 2 - #8 T.H. W. CU. SQ 2' PVC - SCH 40 1367c STA 4 +58, 18.5' RT. 25' 4' 150 WATTS 2' PYc - SCH z10 + KENNEWICK PL. NE. 7365c STA 5 +72, 18.5 LT. 25' 4' 150 WATTS KENNEWICK PL. NE. 1472c STA 7+36, 18.5 RT. 25' 4' 150 WATTS KENNENCK PL. NE. 1435c STA 9+19, 18.5 LT. 25' 4' 150 WATTS KENNEWICK PL. NE. 1437c STA 10 +29, 33 RT. 25' 4' 150 WATTS KENNEMCK PL. NE. IJ85c STA 4 +66, 23.5 LT. 25' 6' 150 WATTS KENNEMCK PL. NE. 1383c STA 6 +30, 23.5 LT. 25' 6' 150 WATTS NE. 24TH ST. 13810 STA 7+47, 23.5 LT. 25' 6' 150 WATTS NE. 24TH ST. N07FS. 1. INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD V✓/ 150 WATT TO GROUND HP SODIUM VAPOR /LUMINAIRE & LAMP - 25' MOUN77NG HEIGHT ROD LUMINAIRE TO BE M - C - ll DIS7RIBU77ON FLAT LENS - GE M25OA2 W/ CUTOFF OP77CS 2_ INSTALL TYPE B' JUNC77ON BOX. J. INSTALL STREET LIGHT CONTRACTOR CABINET 1201240 VOLT TYPE III GROUNDED NEU77?AL SERVICE PROVIDE CIRCUIT BREAKERS & ONE CONTACTOR CABINET AS SHOWN IN DETAIL ABOVE. 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 1Z 10 gage divider plate complete with fasteners. Non - concrete Boxes may be submitted for approval. Evaluation will include an H -20 Load Test. VARIABLE 3-V . f' V -6• ' i OI I 161 G_ 4'} 1 c .�.' FRONT VIEW SIDE VIEW�� TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD h3' -0" x_3'-0' L - - - -J L- - ---1 FRONT VIEW SIDE VIEW TYPICAL JUNCTI ❑N BOX 'B' CONCRETE PAD 4'-0' 3' -0' 4� I i I I L- - - - - -J L - -J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD TYPICAL CONCRETE PAD DETAILS CONDUIT & WIRING SCHEDULE RUN NO. CONDUIT SCHEDULE 2' PVC - SCH. 80 3 - f2 SERVICE 2� 2' PVC - SCH. 80 2 - 18 T.H.W CU. A 2' PVC - SCH. 40 2 - #8 TH. W CL! ® 2' PVC -SCH. 80 3 - # 12 T.H.W. ( PEC ) 2 - #8 T.H. W. CU. SQ 2' PVC - SCH 40 2 - &8 AWG THW I - r8 BARE GROUND 2' PYc - SCH z10 + 3 - e" /Z T.H.W- k ! I "AS- BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. (� R=CO:' ?dE \OED "r-ZI08 FOR APPROVAL CITY OF RENTON r)FPARTMFNT []F PH RI Ir` Wr1RKC RECO7 *MENDED FOR APPROVAL Ij I I I i I �1 i I I j i I I 1 j I i I AL I I I A, FUSE KITS QUICK DISCONNECT IO AMP IN LINE FUSE KITS - S.E.C. OR EQUAL TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS GROUND LUG - CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 2' MDR, GROUT UNDER POLE BASE CONCRETE - -TC 1.UMI'NA �I I I./4' 1 DRAIN COPPERE GROUND WIRE CLD II I 4' 2- (SIZED AS REQ'D) PVC OR CONDUIT O LIGHTING SYSTEM WIRES TO CONTACT CONCRETE FUUNDATION 5/8'x8' COPPER -CLAD GROUND ROD TYPICAL LIGHTING UNDERGROUND SYSTEM 7' O i --�ov O Ov o °ova so/ n � °. oo m> opv 41 v o one \ o v .v va / ne ° ° \ n�4 1 °O•na,l p aQ3' \ o. \ po �� /a ► as m ,v o v ry ► O STREET LIGHT POLE JUNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTI ❑N BOX ov o0 0 °pOov o ea v o • p °t, a m 4 Z a e as 4 o a NOTE: CLASS 'B' CONCRETE TO BE USED IN o►o sv v v CONSTRUCTION OF PAD 1' PLAN VIEW INDIVIDUAL JUNCTI ❑N BOX -TOP OF CONCRETE FOUNDATION TO BE LEVEL 'WITH TOP OF SMEWALK OR CURB. _JJJJ= ?JJJ= �; r1J1 ?J1J �16' MIN 2' MP.S. SLIPFIITTER i� _ 14= ---__ 1 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 i 100 AMP PANEL WITH BRANCH GR. -8 LOCKBOLT BREAKERS � �Ur•D GR. 18 -8 S.S. BRACKET CABLE 2' FLUSH JOINT 4 -1/2' O.D. FEMAALLEE BUSHINGS 2' BY 3/4' REDUCING WASHER TAPERED ALUM. POLE PE CELL 0.188 WALL ALLOY 6063 -T6 TERM. STRIP SATIN GROUND FINISH 3/4' ROMEX CONNECTOR WITH LOCKNUT SERVICE FEEDERS RACEWAY WITH REMOVABLE COVER TYPE III SERVICE CABINET CABINET EQUIPMENT 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) 5. INTERIOR - WHITE BAKED -ON ENAMEL 6. EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2' MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 8. 4- 1/2'X16' GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4 -1/4' TRIANGULAR SHAPED CORNER LACK -DDWN PLATES RO- 41-2!08 SI!NGLE OR DOUBLE MAST ARM AS REQUIRED 3� DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL INLINE SPLICE [ 1' 1 LOAD CENTER > TEST SWITCH & ao j UTILITY PLUG � vENr STREET LIGHTING CONTACTORS 16' 10' NIN. MI . FRONT VIEW PLAN VIEW SIDE VIEW CONTRACTOR CABINET DIAMETER LOAD LINE CUTTING RINGS 4- 1 /2'X16'GALVANIZED ANCHOR BOLTS G.L. —gL CONDUIT ENTR. A A PLAN VIEW SIZE TO FIT CABINET SIZE :u FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDA TION SIZE AS REQUIRED 8' O.D. L2' N.P.S. SLIPFITTER 5' -9' RADIUS 25-0' 18' -3' SHAFT 151 HANDHOLE. 4'x6' OPENING W /COVER AND S.S. SCREWS 8' O.D. BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG BOLT COVERS & S.S. SCREWS 1'-6' — 11 -1/4' SQ. 11' TO 12' DIA. BOLT CIRCLE rz i 4' CONCRETE PAD 4 1/2. OF BOLT ABOVE FINISHED GRADE (4) 1' BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS 4,' 4' INSTALL DECAL NUMBERS STANDARD 25' DAVIT POLE VERTICALLY. INSTALL IN DRY WEATHER 50°F OR ABOVE. NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED �� Pi7� [Sim DECAL: E� = z, mss, ~� RELECTORIZED GOTHIC GOLD 2' -2I¢ OR WHITE LEGEND w PLAN VIEW ON BLACK BACKGROUND 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 i 100 AMP PANEL WITH BRANCH GR. -8 LOCKBOLT BREAKERS � �Ur•D GR. 18 -8 S.S. BRACKET CABLE 2' FLUSH JOINT 4 -1/2' O.D. FEMAALLEE BUSHINGS 2' BY 3/4' REDUCING WASHER TAPERED ALUM. POLE PE CELL 0.188 WALL ALLOY 6063 -T6 TERM. STRIP SATIN GROUND FINISH 3/4' ROMEX CONNECTOR WITH LOCKNUT SERVICE FEEDERS RACEWAY WITH REMOVABLE COVER TYPE III SERVICE CABINET CABINET EQUIPMENT 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (OR EQUAL) KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUGE (MIN.) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES (LEFT SIDE) 5. INTERIOR - WHITE BAKED -ON ENAMEL 6. EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2' MOUNTING FLANGE (TURNED INWARD) ON ALL SIDES 8. 4- 1/2'X16' GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4 -1/4' TRIANGULAR SHAPED CORNER LACK -DDWN PLATES RO- 41-2!08 SI!NGLE OR DOUBLE MAST ARM AS REQUIRED 3� DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL INLINE SPLICE [ 1' 1 LOAD CENTER > TEST SWITCH & ao j UTILITY PLUG � vENr STREET LIGHTING CONTACTORS 16' 10' NIN. MI . FRONT VIEW PLAN VIEW SIDE VIEW CONTRACTOR CABINET DIAMETER LOAD LINE CUTTING RINGS 4- 1 /2'X16'GALVANIZED ANCHOR BOLTS G.L. —gL CONDUIT ENTR. A A PLAN VIEW SIZE TO FIT CABINET SIZE :u FIT CABINET FRONT VIEW SIDE VIEW CABINET FOUNDA TION SIZE AS REQUIRED 8' O.D. L2' N.P.S. SLIPFITTER 5' -9' RADIUS 25-0' 18' -3' SHAFT 151 HANDHOLE. 4'x6' OPENING W /COVER AND S.S. SCREWS 8' O.D. BASE FLANGE ALLOY 356 -T6 WITH GROUND LUG BOLT COVERS & S.S. SCREWS 1'-6' — 11 -1/4' SQ. 11' TO 12' DIA. BOLT CIRCLE rz i 4' CONCRETE PAD 4 1/2. OF BOLT ABOVE FINISHED GRADE (4) 1' BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WASHERS 4,' 4' INSTALL DECAL NUMBERS STANDARD 25' DAVIT POLE VERTICALLY. INSTALL IN DRY WEATHER 50°F OR ABOVE. NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED DECAL NUMBERING SYSTEM . q "AS- BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. RECOP'MENDED FOR APPROVAL IA I I I I I 'A I I I I i I 1 I'A I 1 I i I i I I I I I I I Ix I I I I I �� 45 TRAFFIC DECAL: ~� RELECTORIZED GOTHIC GOLD 2' -2I¢ OR WHITE LEGEND PLAN VIEW ON BLACK BACKGROUND DECAL NUMBERING SYSTEM . q "AS- BUILT" FROM FIELD SURVEY BY TOUMA ENGINEERS. RECOP'MENDED FOR APPROVAL IA I I I I I 'A I I I I i I 1 I'A I 1 I i I i I I I I I I I Ix I I I I I