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HomeMy WebLinkAboutzT-2071Set0 STA 24 +88 SIGNING NOTES: R1 -1 3$' LT 1. O DESIGNATES SIGN NUMBER. SEE SUMMARY OF 7 z _ - - _ _ _ _ QUANTITIES SHEET FOR SIGNING SUMMARY, v ` PC OR PT OF 19 Nf CURB RETURN D11 -1 2. FOR "MOUNTING ON WOOD POST AND "SIGN FACE ORIENTATION" ` - TYPICAL DETAILS SEE ROADWAY DETAILS - SHEET 1 _ _ -- - - -- I 3. FOR "BLOCKOUT" DETAIL, SEE ROADWAY DETAILS SHEET 1 , , . • '4+� .. • ° ° , .. • • . • za +oo , • • ...... ° , ...rob. ° ° , • °'° z , +oo ......� +bD . ..... ............. - I I 4. POST MATERIAL FOR SIGNS SHALL BE A 4 X 4" +bD °° •••• 4,0' 20' 0 40' 80' WOODEN POST UNLESS OTHERWISE NOTED. -_ _ _ _ -` 5 SCALE IN FEET O Z,00 5 STA 26 +50 18 4 16 / / "� 5 STA 24 +00_ _,,,- D11-1 7 R19-2R / RR STA 21 +90 R1 -1 STA 17 +56 - 15 108' LT 13 R19 -2R 7 R10 -6 / lox / 2 7 3 STA 20 +90 BEGIN TWO WAY STA 17 +83 / LEFT TURN LANE 6 72' LT STA 25 +00 38' RT 1 3 R1 -1 STA 19 +50 22 1 1 2 R1 -2 3 R1 -1 6 STA 18 +52 (315X36 ") STA 17+ 8 f 2 20 3 47' LT g 11 7 STA 33 +50 END TWO WAY D11 -1 STA 35 +60 3 STA 18 +15 LEFT TURN LANE a 17 6 D11 -1 6 �� -2 z 8 STA 29 +53 j rWl a 0 3 R1 -1 38' LT w i <: 3 R1 -1 (36' X36) 4 7 PRIVATE DRIVE I � o m -- i a 21 -- -- -- -- - 11 -- - -- s 0 - 14 R3 -7(R) W 1 1 A -2 ' 3540 . .. ....... a4 +oo ....... .... . . ... w . , ....... +00 37 +00 ... - I - l�- - ................... .... '2a�oa .. .. 3 a• .,.. .... .... • ' S2-�Od ' STA 16 +93 84.5' RT 27 +00 �- - - §� - :. ...... ............ - ................. _ _ _^ - -- _ STA 35 +90 • .... .... .... ... e ..................... - - J EXISTING STOP SIGN _ - - - TO REMAIN it � R1 -1 3 p � STA 28 +50 STA 31 +00 1 g 10 7 STA 34 +90 W1 1A -2 6 R1 -1 O 6 2 STA 29 +62 7 STA 32 +50 STA 33 +78 38' RT 38' RT CHANNELIZATION /STRI PIN G NOTES OLEFT TURN LANE, SEE ROADWAY DETAILS - SHEET 2 OTWO -WAY LEFT TURN LANE, SEE ROADWAY DETAILS - SHEET 2 O3 WHITE THERMOPLASTIC TURN ARROW, SEE ROADWAY DETAILS - SHEET 2 O4 WHITE THERMOPLASTIC CROSSWALK, SEE ROADWAY DETAILS - SHEET 2 i",Ra- "41-2—ow OWHITE THERMOPLASTIC TWO -WAY LEFT TURN ARROWS, SEE ROADWAY DETAILS - SHEET 2 0 24" WHITE THERMOPLASTIC STOP LINE, SEE ROADWAY DETAILS - SHEET 2 O6" WHITE THERMOPLASTIC EDGE OF ROAD LINE, SEE ROADWAY DETAILS - SHEET 2 O2 -4" WHITE PAINTED LINES WITH 8" ROLLER BARS AT 25' O.C. NOTES: 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. ®ww ®awwwwwwwwwwwwww� ® RECORD DRAWING lA._ - -_._.. �wwwwwwwwwwwwwswww►, T2071 S. 1/2, SEC. 24, T. 23N., R 4E., W.Y. lifulTomm IA I 1 1 I d f I _ �- - -r T_. I_ g A I I A l I I I I I I IA I I I I I &I '9 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R146 Lip v� y U O H F z w a = 4.1 U M C2�Fr oZ =w� w U- GO _j Ld x¢ c~ -nmOL, U ¢w oy.zX �O w¢O¢ a:2U:2 o l CA 6" BA I Z w ---F _i 11 1 vm k I , nt ALL ONE SPARE —� — " "-' ALL CONDUIT TO CLEAR TOWER CENTER BRACE OF CABINET BY 1/2" MIN. 44CHOR BOLTS AND DATA FOR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER SHIM TO PLUMB N NOTES: TO GROUND SEE NOTE 5 p pq0 AND PEDESTAL MOUNTS SHALL BE CLASS B CONCRETE UNLESS A T i . .4 HOOPS N NOTED OTHERWISE ON THE PLANS. NOTES: •4 BAR EACH CORNER C. GREEN JACKET (GROUND) I III W WHERE PAD OF PEDESTAL MOUNTS ARE LOCATED IN A SIDEWALK, CONSTRUCT MOUNT TOP FLUSH WITH SIDEWALK GRADE, OMITTING IIII C CHAMFER WHERE TOP AND SIDEWALK ABUT. LJLJ 3/8" DIAMETER PLASTIC DRAIN HOLE P PAD MOUNT DESIGN IS TYPICAL CONTRACTOR SHALL UTILIZE INST LOCATE CONDUITS 2' CONDUIT AND CAP: CENTRALLY IN FOUNDATION OTHERS AS REQUIRED. DETAIL PAD MOUNT CABINET FOUNDATION B SCALE: NONE 4145 H z -00 w 0 VENT 16° 10" MIN. MIN. FRONT VIEW PLAN VIEW SIDE VIEW CONTACTOR CABINET CABINET EQUIPMENT LOAD CENTER TEST SWITCH & UTILITY PLUG STREET LIGHTING CONTACTORS 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 LOCK -DOWN PLATES 4 -1 /2" X 16" GALVANIZED ANCHOR BOLTS G.L" G.L. CONDUIT ENTR. AREA �. a A V CN N Q 0 0 4 Q d Q SIZE TO FIT CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW PLAN VIEW CABINET FOUNDATION STREET LIGHT DETAIL CONTACTOR CABINET FOUNDATION 1 O Tk'� -4/ ?O� SCALE: NONE 45 45 � 1.4 MIN. ►{ i r< 14" ►T T 100 AMP PANEL WITH BRANCH BREAKERS AS REQ'D MAIN 3 LTG— I ETT i 4" L I F{ I I EPDXY FILL EPDXY FILL - r MALE FEMALE BUSHINGS O PE CELL INLINE SPLICE o TERM. STRIP 77. LICE 48" Q SPLICE KIT TEST GFI SWITCH RECEPT. I F1 DIAMETER = 7/$„ LIGHTING — r 4 CONTACTORS REQ D RS I LOAD LINE 1/4" FUSE 1/4" SERVICE FEEDERS o RACEWAY WITH L CUTTING RINGS COVER g FUSE KIT DETAIL TYPE III SERVICE CABINET 7 SCALE: NONE 45 45 TEST SWITCH 2" N_P.S. SLIPFITTER R TERMINAL BLOCK - LBRACKET CABLE 2 B 2" BY 3/4" REDUCING WASHER 3/4" ROMEX CONNECTOR A WITH LOCKNUT SINGLE OR DOUBLE MAST 3j4° ARM AS REQUIRED FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL DETAIL STRAIN RELIEF 11 SCALE: NONE 45 45 18 17 16 1�5 14 13 12 11 10 9 8 7 6 MICROBOX R146 DETAIL FUSE KIT & SPLICE KIT 8 SCALE: NONE 45145' B A B 100 A MAIN BREAKER (MIN.) 2 POLE 240 VOLT O k�E BRANCH BREAKERS 120/240 VOLT 16 POLE B A II B C o II B I A PLUG (GFI) JUNCTION BOX DIMENSION TABLE AM BOX TYPE R ITEM TYPE 1 TYPE 2 K ALTERNATE A TRNATE B A Box Outside len th 22" 22" 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 Len th 18' 18" 26 1/2" F Lid Width 13" 13" 17" G Box De th 12" 12" 12" H Ud & Frame Depth 5/16" 5/16' 5/16" J Woll Thickness Min. 1 1 2" 1 1/2" 1 1/2" K Wire Reinforcement W -3 W -2.5 L Legend See Detail See Detail See Detail A L C i I ra0 i i I'll PLAN VIEW 1 il r° K ITEM MATERIALS ELEVATION VIEW Box 6000 PSI concrete See Notes s Frame Diamond Plate Steel - A786 • Lid Su ort 1 Min. (hick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate r „tea Reinforcement ASTM A -82 Steel • GALVANIZED STEEL Nom 1, Nom. E °^D DDMPn D LEGEND DETAIL( ) I N LIGHTING T51- TYPICAL JUNCTION BOX INSTALLATION DETAILS TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND d m TYPE 'I' BOX e Deea. ertea ex ova �g ,! � u /+s,rm O TYPE 'll' BOX IIf-- -omlll HOOK DETAIL PLAN SYMBOLS ILLUMINATION SYSTEM LEGEND (2 Hooka per Ud) 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. DETAIL JUNCTION BOX 9 SCALE: NONE 45 45 INSTALL DECAL NUMBERS VERTICALY. INSTALL IN VERY DRY WEATHER 50' F OR ABOVE. v NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED MOUNTING AFC, HEIGHT 9� 15 FEET � + q�F 45° T-20*7/ TRAFFIC 1 3/4 -2" FLOW DECAL: REFL ECTORIZED GOTHIC GOLD d OR WHITE LEGEND N ON BLACK BACKGROUND N N STREET LIGHT DETAIL STANDARD DECAL NUMBERING SYSTEM / I J \ CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL TO GROUND MOUNTED ON NEAREST WIRING COLOR CODE ROD SCALE: NONE LUMINAIRE A. WHITE JACKET (NEUTRAL) B BLACK JACKET (LINE) NOTES: C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. A L C i I ra0 i i I'll PLAN VIEW 1 il r° K ITEM MATERIALS ELEVATION VIEW Box 6000 PSI concrete See Notes s Frame Diamond Plate Steel - A786 • Lid Su ort 1 Min. (hick Steel C, L or T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate r „tea Reinforcement ASTM A -82 Steel • GALVANIZED STEEL Nom 1, Nom. E °^D DDMPn D LEGEND DETAIL( ) I N LIGHTING T51- TYPICAL JUNCTION BOX INSTALLATION DETAILS TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND d m TYPE 'I' BOX e Deea. ertea ex ova �g ,! � u /+s,rm O TYPE 'll' BOX IIf-- -omlll HOOK DETAIL PLAN SYMBOLS ILLUMINATION SYSTEM LEGEND (2 Hooka per Ud) 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. DETAIL JUNCTION BOX 9 SCALE: NONE 45 45 INSTALL DECAL NUMBERS VERTICALY. INSTALL IN VERY DRY WEATHER 50' F OR ABOVE. v NUMBERING EXAMPLES LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER OWNED OWNED MOUNTING AFC, HEIGHT 9� 15 FEET � + q�F 45° T-20*7/ TRAFFIC 1 3/4 -2" FLOW DECAL: REFL ECTORIZED GOTHIC GOLD d OR WHITE LEGEND N ON BLACK BACKGROUND N N STREET LIGHT DETAIL STANDARD DECAL NUMBERING SYSTEM / I J \ CIRCUIT WIRES TO LIGHTING RUNS PHOTO -CELL TO GROUND MOUNTED ON NEAREST WIRING COLOR CODE ROD SCALE: NONE LUMINAIRE A. WHITE JACKET (NEUTRAL) B BLACK JACKET (LINE) NOTES: C. GREEN JACKET (GROUND) D. RED JACKET (LOAD) E. GREEN OR BARE WIRE (GROUND) 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. STREET LIGHT �� ® ®e• ®v ® ® ® ® ® ® ® ® ® ®� SCHEMATIC CONTACTOR CABINET WIRING 12 t 0 SCALE: NONE TYPE III SERVICE 120/240 VOLT 4545 ®RECORD DRAWING �mmwms®ie®m..mmm.oi S. 1/2. SEC. 24. TAX. R. 4E. ft r_a � KCL/07.07.94 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 -TYP. CONC. PAD R/W LINE - - - -- - - - - -- SIDEWALK CURB w I rn - BROADWAY I � CURB - - - - -- - -- - SIDEWALK -- - R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 25' 30' 35' 40' SL 18' -S' 23' -S' 28' -3" 33' -3" T 0.188 0.188 0.219 0.219 FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE I TO LUMINAIRE JUNCTION BOX KITS - S.E.C. OR EQUAL TYPICAL DESIGN .BOX---I SPLICE KITS GROUND LUG 1/4" R7;T HOLEUM CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 2' MIN. GROUT OF CONCRETE 4" CONCRETE UNDER POLE BASES ULEVE pWIT O PAO OF SIDEWALK =11'f -Tiff_IIII lip '= TAPERED ALUM. POLE 2' MAX. 8 BARE T' WALL ALLOY 6063 -T6 OVERHANG 1OPPER IIf= P[If -rlri =illy I! II SATIN GROUND FINISH GROUND WIRE ilif- II II 1' -2 II II HANDHOLE 4 "x6" 'H' GROUND II !I OPENING W /COVER 'SL' CLAMP II II & S.S. SCREWS. II 4' GROUND LUG INSIDE POLE PVC CONDUIT 2- (SIZED AS REQ'D) II II LIGHTING SYSTEM SYSTEM tI WIRES TO CONTACTOR s, CONCRETE TRENCH FOUNDATION LOCATION 5 /8 "x8' � _3' SO. OR DIA. -- COPPER -CLAD TYPICAL STREET CROSS SECTION GROUND ROD LIGHT BASE TYPICAL DETAIL AND JUNCTION BOX LOCATIONS 1 DETAIL LIGHTING UNDERGROUND SYSTEM Z SCALE: NONE 36, 371 44 SCALE: NONE 44 44 43 & 44 LIGHTING STANDARD & JUNCTION BOX d� o I'\ O ° o DEEP v O vO STREET LIGHT POLE ° °JUNCTION BOX °e ° PLAN VIEW SIDE VIEW INDIVIDUAL JUNCTION BOX ov o, o °DOOV O ° D c ° a o0 e d D De d ' > O O NOTE: CLASS 'B' CONCRETE TO BE USED IN CONSTRUCTION OF PAD 1' PLAN VIEW DETAIL CONCRETE PADS 3 SCALE: NONE 40, 41, 42, 44 43 & 44 7RD - 41- -207/ 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 1/2" BNC LOCKBOLT GP.. 18 -8 S.S. FLUSH JOINT 4 -1/2" O.D. TAPERED ALUM. POLE 0.219 WALL ALLOY 6063 - SATIN GROUND FINISH - LUMINAIRE PLAN SCHEDULE PLAN STA. OFFSET I.D. DECAL HEIGHT ARM LUMMINARE HPS CIRCUIT CONDUCTOR No. NO. RT OR LT NO. AT LUM i LENGTH TYPE WATTS NO. QTY & SIZE 1 34 +19.2 133.2 RT PSP & L E 35' -0" 12' -0" I F1 250 #1 2# 10* 2 32 +77.5 31.0 RT ASSIGNED 35' -0" 10' -0 F2 150 #1 2# 10* 3 31 +40.2 31.0 RT 135' -0" ( 10' -0" F2 150 #1 2# 10* 4 29 +95.7 35.0 RT 35' -0" ( 12' -0" F1 250 #1 2# 10* 5 28 +63.4 31.0 RT 35' -0" 10' -0" F2 150 #1 2# 10* 6 27 +23.8 31.0 RT i ! 35' -0" 10' -0" F2 150 #1 2# 10* 7 25 +92.3 31.0 RT 35' -0" 10' -0" F2 150 #3 2# 10* 8 24 +57.0 33.0 RT 35' -0" j 12' -0" F1 250 #3 2# 10* 9 23 +28.6 31.0 RT 35' -0" 10' -0" F2 150 #3 2# 10* 1 21+90.6 31.0 RT 35' -0" 10' -0" F2 150 #3 2# 10* 11 20 +40,9 31.0 RT 35' -0" 10-0" F1 250 #3 2# 10* 1 19 +30.0 31.0 RT 35' -0" 10' -0" F1 250 #3 2# 10* 1 17 +96.1 31.0 RT 35' -0" 10' -0" F1 250 #3 2# 10* 34 +91.0 31.5 LT I 35' -0" 12' -0" F2 150 #2 2# 10* 1 33 +53.6 29.5 TYP LT 35' -0" 1 10' -0" F1 250 #2 2# 10* 32 +12.2 35' -0" 10' -0" F2 150 #2 2# 10* 30 +70.2 35' -0" 10' -0" F2 150 #2 2# 10* 29 +21.5 35' -0" 10' -0' F1 250 #2 2# 10* 27 +95.3 35' -0" 10' -0" F2 150 #2 2# 10* 26 +57.1 35' -0" 10-0" F2 150 #4 2# 10* 25 +29.0 35' -0" 10' -0" F1 250 #4 2# 10* 23 +98.7 35' -0" I 10-O" F2 150 #4 2# 10* 9 22 +72.0 35' -0" 10' -0" F2 PC 150 #4 2# 10* 0 21 +17.9 35' -0" 10-0" F1 250 #4 2# 10* 1 19 +86.9 35' -0" 10-0" F1 250 #4 2# 10* 18 +63.0 35' -0" I 10-0" F1 250 #4 2# 10* LIGHTING FIXTURE SCHEDULE GENERAL NOTES 1. ALL, ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF RENTON'S STREET LIGHTING GUIDELINES & STANDARDS, RENTON CITY CODE, AND PER 1990 N.E.C. AND ALL OTHER APPLICABLE CODES & REGULATIONS. 2. CONTRACTOR SHALL MAINTAIN CLEARANCES FROM FEATURES AS PROPERTY LINES, LOCATION OF DRIVEWAYS, FIRE HYDRANTS AND ANY OTHER FEATURES. CLEARANCE FROM FACE OF CURB TO BE 2FT MIN. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. 4. ALL WIRINC SHALL BE SOLID COPPER WITH TYPE USE- RHH(XLP) INSULATION. 5. ALL EQUIPMENT FURNISHED SHALL BE GUARANTEED AGAINST COMPONENT FAILURE FOR A PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE BY THE CITY. 6. CONTINUITY & MEGGER TESTS SHALL BE CONDUCTED AND ANY DEFECT NOTED SHALL BE CORRECTED BEFORE FINAL ACCEPTANCE. 7. CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4 DIGITS AND ONE LETTER ON EACH LIGHT POLE. SEE DECAL NUMBERING SYSTEM ON DETAIL SHEET. 8. THE CONTRACTOR SHALL SUBMIT TO THE CITY OF RENTON TRAFFIC ENGINEER A REQUEST FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. MATERIALS LIST SHALL COVER: 1. STREET LIGHT STANDARD, 2. LUMINAIRE, 3. CONDUCTORS, 4. JUNCTION BOXES, 5. CONDUIT, 6. CONTROL CONTACTOR CABINET, 7. FUSING AND SPLICING MATERIALS, 9. I.D. DECAL MARK FOR POLES, 10. VAULTS. 9. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 1991 EDITION. WHERE DIFFERENCES OCCUR BETWEEN DRAWINGS AND THESE REFERENCED SPECIFICATIONS, THE DRAWINGS SHALL TAKE PRECEDENCE. *INCLUDE 1#12 GREEN GROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE F1 STREET LIGHTING LUMINAIRE WITH INTEGRAL BALLAST, 250 W. HPS LAMP, IES TYPE II DISTRIBUTION & WITH CUTOFF OPTICS ON 35FT POLE. GE # M2AC25S3H1GMC22F F2 GE # M2AC15S3H1GMC22F SAME AS TYPE F1 EXCEPT 150W HPS. PC INDICATES LUMINAIRE WITH PHOTOCELL AND 3 #12 AWG THW TO CONTROL CABINET. BALLAST SHALL BE HPF REACTOR OR LAG TYPE. SOCKET SHALL CONFORM TO J -147 SPECIFICATION OF EEI STANDARDS. SIZE AS REQUIRED 2" N.P.S. 8 »� SLIPFITTER 4 -1/2" z 6. D. 5'- " RADIUS V -2° SHAFT 151 HANDHOLE 4 "x6" OPENING W /COVER AND S.S. SCREWS 8,, O.D. BASE FLANGE ALLOY 356 -T6 WITH GROUN LUG BOLT COVERS & S.S. SCREWS �� �I 11" TO 12" DiA. 1 11 -1/4" SQ. BOLT CIRCLE 4 1/2" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV. STEEL ANCHOR BOLTS WITH 4"-9 - NUTS AND WASHERS TYPICAL LIGHT BASE AND JUNCTION BOX CONCRETE PAD 3'-O" VARIABLE MIN. I 4 FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "B" CONCRETE PAD T:.. I I i I FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C' CONCRETE PAD I I I I FRONT VIEW SIDE VIEW DETAIL STANDARD 35 FOOT DAVIT POLE 4 DETAIL TYPICAL CONCRETE PAD 5 SCALE: NONE 44 44 SCALE: NONE 44 44 I I f I f A I I I I i f f I I I -_ - - -- - -- _ 18 17 16 15 14 .13 12 11 10 9 8 7 6 MICROBOX OA '"'14 6 ..io 7 POWER CO. FOR SERVICE WORK. PROVIDE & INSTALL ALL MATERIAL NOT PROVIDED BY POWER CO. INCLUDE ALL POWER CO. CHARGES IN THE BID PRICE. 1 1. CONDUIT SHALL BE SCHEDULE 40 RIGID PVC FOR 240 VOLT AND BELOW AT ALL UNDERGROUND AREAS EXCEPT UNDER ROADWAYS. CONDUIT UNDER ROADWAYS SHALL BE SCHEDULE 80 RIGID PVC. 12. CONDUIT SHALL BE RIGID GALVANIZED STEEL FOR VOLTAGES ABOVE 240V AT ALL UNDERGROUND AREAS. 13. ALL JUNCTION BOXES SHALL BE WASH. D.O.T. TYPE I WITH HOT DIPPED GALVANIZED LID & FRAME. SEE J -BOX DETAILS. 14.ALL LIGHTING CONTACTORS SHALL BE 30A SILVER CONTACTS, SEE WIRING SCHEMATIC. LIGHTING CIRCUITS SHALL BE SERVED FROM 20A 2P BREAKERS, SEE WIRING SCHEMATIC. 15. STREET LIGHTING CONTACTOR CABINET SHALL BE SKYLINE PRODUCT OR EQUAL, SEE DETAILS. 16.ALL POLES SHALL BE GROUNDED SEPARATELY, SEE DETAILS. 17.THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY POWER, TELEPHONE AND CABLE SERVICES WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION, AND COORDINATE SCHEDULES WITH USERS AND UTILITY COMPANIES TO PROVIDE CONTINUOUS SERVICE WITH MINIMUM INTERUPTION. 18. SW 16TH STREET CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE STREET LIGHTING SYSTEM IN OPERATING CONDITION. CONTRACTOR SHALL PROVIDE REMAINING TRENCHING, EXCAVATION FOR UTILITY CONDUITS, VAULTS & PULLBOXES, ALONG WITH BACKFILL AND COMPACTION WITHIN PROJECT POINTS OF INTERFACE. PSP &L VAULTS, US WEST PULLBOXES, TCI PULLBOXES, UTILITY COMPANY CONDUITS, INTERFACE CONNECTIONS, CABLES AND PULLING SHALL BE FURNISHED AND INSTALLED BY RESPECTIVE UTILITY COMPANY. 19. RECORD DRAWING INFORMATION OBTAINED T"?,R?j FROM CONTRACTOR'S AS- GUILTS. NOTES: S. 1/Z SEC. 24, T. � e 3300 Carillon Point Kirklard, WA. 98083 O O R F`0 RAT I O N (206) 822 -3300 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ® RECORD DRAWING i CSTC SITE DEVELOPMENT lammmom- ®.®®®.mminnJ S.W. 16th STREET IMPROVEMENTS ELECTRICAL DETAILS & SCHEDULE 2 RECORD DRAWING J.D.C. 06.15.94 DESIGNED:A.J.H. DATE: 03.25.92 FILE NAME: T91`00896 1 INCORPORATING RENTON COMMENTS 1J.D.C.1 1 10.08.92 nRAwN: D.K.H. TWG No. ISSUE FOR CONSTRUCTION I J.D.C.1 110.08.92 cHECxan: A.J.H. scAtE: NONE 25.UA -6E80 NO. REVISION I BY I APP&. I DATE I APPROVED: SHEET: 44 OF: 55 KCL/07.07.94 Ell �I 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2C CONTRACTOR TO POTHOLE AND euwtK, f t trrhf DETERMINE LOCATION AND DEPTH SERVICES F M OF FIBER OPTIC TD PRIOR TO TO EXISTING CONSTRUCTION. NEW TCI TYPE N RAISED TELcPF US WEST BURIED COPPER CABLE TO SERVE EXISTING HOUSE 200' ZONE 1 j SHORELINE JURISDIC Lv _ UTILITY CO. TO — _ -- - -- - - ROW EMOVE-PBtE- L�.l -_- T __ -__ -- - - -& SERVICES _ Lv- s ----- - - - - -- __ F2 © UTILITY CO. TO C3 LE 13 3 0 8" SS & SERVICES + G _ - 42 " -W-- - - - - -- - Q _ - - - - - - - -SE tiMINAIR - F- IS EDUtE 'SHEE F2 - 2 44,YTYPICAL W ! PSP &L TO PROVIDE NEW POLE y CHEDULE PVC ;TING LE -b AND TRANSFORMER(S) FOR EXISTING' OADWAYCCES S LE N OVERHEAD SERVICES VIA NEW f I UNDERGROUND CONDUIT TO I 1NCT101 BOX I 15' -0" ABOVE FINISH GRADE. i I 10 C. EDE TAIL + I -4" PVC (TCI) 3" PVC (LIGHTING) ROUTE PVC CONDUIT TO 26` LT - AVOID FIBER OPTIr. D i - TYP i I " lr`<: NEW CI TYPE 1 JUNCTION �P�, I i BOX / 2 -2" EXISTING CONDUIT i I I ON E4ST SIDE AND NEW 1 -4" PVC 18" ISD I b [ON W aT SIDE (TCI). J EXISTING TYPE1 3 JUNCTION BOX W I o I ( E (STING 6" EM TELEPHONE N M I I CONDUIT UNDER RAISED �' 2-'2 EXISTING r i 1 15 W LK OF BRIDGE CONDUIT ACROSS BRIDGE ` >- SS IVH i� V r (`Ai -r> - - Fl _ 21\ 254 "L PVC (TCI) f/ l -- SD MH / I / /FS2Fe OPP &L //x 3 +30 t! 'E'3 go !i 00 - ROUTE CONDUIT I / ; �'ER I ERt ` UNDER WATERLINE HEAD POW��� MAINS, EL 6.01± TO BE REf10V�ED Bd CONDUIT TO BE -4" PVC (TCI) _ -- - -SS SS SS 4itd EXISTING 2 6 TY CONDUIT AID EXISTING 2 -4" E COND1:T- UW- R- o._ T - __.-- __- ___. -.- _-_ ;' - - ._.._._.__ - { w RA15E0 SIDE.AI�Cj + IDGE (PSP &L) 37 +00 - _ 38 +00 Q J t� I E STING STREET -- - S.W. 6TH STREET t �D "'` °D LIG T To REMAIN �MPQ R i I L{ PULL VAULT #PV4 (PSP &L) - I r�: G- - _- P CqM U CATIONS _ -- _._- _._ -_._ - UTILEIA GO ; �I _._.. ' `V _ iyEX �10 �B4 -CONTRACTOR. - - CAVAT __ - - -- vy - =-�SYfi _pup T -_ - L- - -f _ Itn I N �>'• - TRENCHING AND BACKFILL - -- j // � j L I 2 -6" RGS UNDERG OUND AND _ ` - _ j BY CONTRACTOR. _- -r='� - -- / 2 -4' RGS UNDERGff OUND PSP &L . 1 i COMMUNICATIONS G 2L� ES` CH _ . --- _ N ) _ - EXISTING - -. - -- -- -- ---- - - - - -- -pvC Ijj��- J /i Q; __I I w I CONNECT TO EXIST( G 2 -6_A AND 2 -4" C\ 1 i AND S �✓ I I R -- I� 26,0' RT., UNDER_ S EWALK, TYP. \2 6" G & ROADWAY I I I T -1 - - +i 1 OVERHEAD POWER AND COMMUNICATIONS _ O , ROW 2 4" GS / UTILITY CO. I I� 1 l° I \� t TO BE LOCATED FROM THIS POLE U 3° PVO LIGH If�II11 ( Sp --I 1 I ! I Ti U!!7;[ BY UTILITY COMPANIES TO UNDERGROUND f Y< w 28' RTt -TYP I o I1 I REMOVE POLE I I � , q,F.l v ::w�5 I 1 SERVICES. UTILITY CO. TO PROVIDE Q i h 1 I f I I I I� ,� y i CONDUIT UP POLE AND GUY HIRE & SERVIC 7.5' l o l I 1 t I wc� ¢ a I N 1 UTILITY CO. TO STATION REFRE' S �` Io F I REMOVE POLE i POLE AS REQUIRED. 4344 TO CE TER OF LE, _I ,I IF ' I I i° 11 1'c I I °- 0 / _ _ _ _1 w 10 1 t I & SERVICES I PICAL 1 2 -- - - - -I� i-- 3, - --� -t - I I F o' I I 1 1 of rI i I _ I ° 2 -6" & 3 -4" RGS (PSP &L), I ply ,� \�I L�¢'2I I i j la ml .DINT OF INTERFACE i 1 1 -4" PVC (TCI), 26'RT. -NP. -- - _yam____ - -- � I = I FIOINT 0 IN ERFAICE UTILITY COMPANIES i I 11 /[� �� j ° ST. CONTRACTOR N { g?� S.W. 16TFj 44 I I "9 3 COMMUNICATIONS P(1LL604 33 +27.6, SE OTE 18, ISHE t 20' 10' 0 20' 40' jI 4344 1-4' PVQ3 (TCI) } SCALE IN FEET 200' ZONE FOR NORTH ACROSS STREET I I I I SHORELINE JURISDICTION 1 -4' PVC (TCI) WEST I I I I I PLAN L I I I ( I POWER VAULT # PV3 (PSP &La, STA 32 +6, 25'RT TO SIDE, 2 -6" & 2 -4 RGS EAST, 1 -4" RGS TO EAST THEN CROSS STREET, ROUTE OF EXISTING --- A-- 4 -6" RGS WEST, 1 -3" PVC CONTINUOUS TEMPORARY OVERHEAD POWER THRU VAULT (LIGHTING), 1 -4" (TCI) PVC AROUND VAULT. TO BE REMOVED BY UTILITY CO. EXCAVATE FOR 13'- 8"X8'- 8'X8' -10" DEEP PSP &L VAULT AT MINIMUM BURY DEPTH OF 2' -0" AND GRATE FLUSH WITH FINISH GRADE. Ti 0 —41-2071 NOTES: 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. i RECORD DRAWING tmmmmmmmmmmmmmmmmmmi 2 RECORD DRAWING J.D.C. 06.15.94 1 INCORPORATING RENTON COMMENTS J.D.C. 10.08.92 ISSUE FOR CONSTRUCTION J.D.C. 10.08.92 O. REVISION BY APPR. DATE To.2on S. 1/2, SEC. 24, T. 23N., R. 4E., W.M. Sverdrup 3300 Carillon Point Kirkland, WA. 98083 00 R PO RAT ION (206) 822 -3300 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CSTC SITE DEVELOPMENT S.W. 16th STREET IMPROVEMENTS LIGHTING -STA 32 +00 TO 36 +48.04 DESIGNED:A.J.H. DATE: 03.23.92 Flu Nom: T91`00894 DRAWN: D.K.H. DWI Na. mEcm: A.J.H. scatE:AS NOTED 25.UA -6E4 APPROVED: SBEET:43 OF:55 b­1 11 KCL/07.07.94 �i N 0 I I I I T I I I I i T f I I i i I i l is i i i 1 1 gl i 18 17 18 15 14 13 12 11 10 9 8 7 6 MiCROBOX OOAP 6 7 8 9 10 11 12 1 3 14 15 16 17 18 19 20 R146 2 SITE COMMUNICATIQNS AND ELECTRICAL UTILITY CO. TO UCTBANKS - OY!OTHERS. REMOVE POLE I ji ORDINATE CONSTRUCTION I I & SERVICES o i WITH OTHER CONTRACTOR I I CONTRACTOR TO POTHOLE AND I DETERMINE LOCATION AND DEPTH 4 (PROVIDE 2 #8, 1 #10 I IGRND TO LIGHTING I UTILITY CO. TO 1 OF FIBER OPTIC TD PRIOR TO I• ! REMOVE POLE i E f CONSTRUCTION. I` :CONTROL CAB -NET AT &SERVICES j &TA 22 +89 FROM US WEST BURIED RAISED TELEPHONE Vi THIS POLE BASE FOR STREET LIGHTING I RTM Z CO, TO I ' JEXISTING COPPER CABLE PEDESTAL � W 11 IC RCUIT NO. 2 CIRCUIT NO. 2 I I E REMOOVE POLE TO SERVE Ld k I SEE SHEET 44 I & Sfi RVICE ( HOUSE UTILITY CO. TO uj uj _ REMOVE POLE SCHEDULE a { I Lul U) f x & SERVICES I UTILITY CO. TO � - o i I ! � � � � i = REMOVE POLE - - _ - - L I w-- - -- -- - -�� -- I - - -- -- -- -- LLJ i & SERVICESLLJ ----- - - - - -- T- 1` - - - - - - -- - - -T - -- I T -__ - _. i I ..c _. —.. -- - - -C -- --^�� - - - -- -- - - - -cctA - - - _ - _ - q TCI H & 'ELEC - T_- ,-.� --i ia.i ._.._ .— ._ ._ _ _ I r _ - -. .. .._ . _ �._. - -- --- - - - - -! FIBER CPTICS AND s�_r ��? _�',LS 8- SS -- - `- -- - - -- - - - -- `- - - _ __: _ __I _ /.__ - - -- - Ld -4 -_ ___ �- 8 :. SS __ rC -f� IN -SAME �%AtLT�c- j -, O - -, - _ -- 3„ PVC 26' LT ! 3' P C i + 3° PVC 29' LT a 18° SD S PVC 29' LT a i 12" SD 4" S { (;' i F2 o LIGHTING + N (LIGHTING) } F2 10 S F1 + t a t co MH N } 8" SD f S�HEDULE 80 PVC , : S. . 1 6th STREET _L _- - - - - -- - - -- -------------- - - - - -- -- _J__ U OER- ROADWAYS - - -- 310 -- _ UTILITY CO. TO i UTILITY CO. TO I g ISD _ 10 SD xE REMOVE POLE l 1. f REMOVE POLE r 48" SD UTILITY CO. 48' SD i ______ -_ 3 "_yC _ _— & SERVICES I�___, __- �__ - -- ELEC, LIGHT WIRE Lv __ ._____.- ---- _ &..SERVJCES_,___ _._.._ G::-- - - -- - - - - -- _ _ _ REMOVE POLE O3 J 6 F 5 F2 3 PULL BOX #L1 �' �F1 &SERVICES 8 SD F2 AND TCI PULL BOX z _ - - - 4244- STA _29_ -L.18. _ - -- _ _. _ _ .. ._. _ J U 3" PVC (LIGHTING) 1- 4'rPVC (TCI) 4VV STATION REFERENCE SCHEDULE 8 :`� 8'G`28O' <37 PSPL MH UTILITY TUNNEL 28' RT-I P 24' RT -TYP i 42 � TO CENTER OF POL PVC UNDER y BY OTHERS COORDINATE E TYP ROADWAYS I `4 -6" RGS (PSP &L) PROVIDE 2 #8, 1 #10 26' RT -TYP GRND TO LIGHTING TCI COMMUNICATIONS CONTROL CABINET AT PULL BOX ,,,,�����'��—� STA 2OLE FROM 6 THIS POLE BASE FOR STREET LIGHTING 42 44 CIRCUIT NO. 1 CIRCUIT NO. 1 13 POINT OF INTERFACE 15 BY CSTC SITE CONTRACTOR SEE SHEET 7E8 FOR CONDUIT TO CSTC BUILDING 25.01 7-RO -41-207' CONSTRUCTION WITH OTHER ----- - - - - -- CONTRACTOR SEE LUMINAIRE PLAN ail) ) fl ll r 3" PVC (LIGHTING) SCHEDULE, SHEET 44, II �yl \%� - 28' RT - TYP - TYP ------ - - - - -- - -,fl__ __ - -- 4 -- 1. -_ PLAN 4 -6" RGS (PSP &L) POINT OF INTERFACE ( ! 4 26' RT - TYP BY S.W. 16TH ST. CONTRACTOR `- UTILITY CO. TO SEE NOTE 18, SHEET 44 i i REMOVE POLE PVS (TCI) 4' & SERVICES 24' RT - TYP 17 16 15 14 13 12 11 10 9 8 'O:• • w 7r R146 NOTES: 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. REC ORD DRAWING 1... ®.®- .®®.- ®w..o.v.® 20' 10' 0 20' 40' SCALE IN FEET I i I I )A I i i li i 1 1 6 7 8 9 10 11 12 13 14 15 16 y ti �o KCL/07.08.94 117 18 X119 21 Coo PSP &L UNDERGROUND JUNCTION BOX, 4'x6' s EXISTING U.S. WEST US WEST COMMUNICATIONS DUCTBANK ' 6' -0° MINIMUM BURY DEPTH, � � � - ✓ ~ � `,;,r - -R SLOPE UP TO PV2 PSP &L PAD MOUNT COMMUNICATIONS MH 238 - COORDINATE WITH SUPPORT FACILITIES TRANSFORMER ON EXISTIN U`S. EST ULT, 2.4JrN =' -P COMMUNI NS MH T -126 US WEST VAULT LIGHTING 3 CONTRACTOR. �l$ CR PULLBOX L2 414a , CONTRACTOR TO POTHOLE AND CENTERLINE 6' TRENCH �4'gf2 �1; 4'x4' _y 7 0 UTILITY CO. TO f 4" PVC (US WEST) i STA 24 +53 i DETERMINE LOCATION AND DEPTH 1 WITH ELEC, TELE, _ w - 555- --���_ ?'; _ o _ — _ _ —�f REMOVE POLES f f¢�/ ROW- � i OF FIBER OPTIC TD PRIOR TO d TCI AND GAS -� �= -A -' -1 & SERVICES T`GL'Y ,q r 24' LT r rnnicrai u�Tinni N IV I LN I L c yr rvLt, - TYP NOTE: 3• PVC, #6 SERVICE CONDUCTORS FROM PSP &L TRANSFORMER SECONDARY TO STREET LIGHTING SERVICE & CONTRACTOR CONTROL CABINET AT STA 22 +89, 45' LT. TRO -4/— 207/ IT 28'LT TO SIDE, 1 -6" RGS WEST, 4 -6" RGS EAST. EXCAVATE FOR 13'- 8 "X8'- 87X8' -10" DEEP PSP &L VAULT AT MINIMUM BURY DEPTH OF 2' -0" AND GRATE FLUSH WITH FINISH GRADE. 18 17 16 15 14 13 12 11 10 9 8 7 6 1 �W I STREET LIGHTING 8 c EXISTING US WEST VAULT- - TO BE RELOCATED AFTER NEW SERVICES INSTALLED. EXISTING US WEST BURIED CABLE ACROSS I -405 � d- STREET LIGHTING W CIRCUIT N0. 4 W I SEE SHEET 44 2 SCHEDULE 0 -; W Lij .ND 1E -L EP ONE Lr f S i SD 6 + F2 - 3" PVC 29' LT N (LIGHTING) r i J U -1 -4" PVC tt'(TGI) r 24' RT r I ; 4 -6" RGS! (PSP &4) 26' RT. —! T P. ) 20' 10' 0 20' 40' } 3" PVC (LIGOTING� SCALE IN FEET 28' RT —TYPE NOTES: 1. RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S AS- BUILTS. es�e®� ®r RECORD DRAWING KCL/07.07.94 1 u T i I I I I IA I I I IX I I I I I gI I M ICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 R1461-.�0050 f *��STORE ASP 7 u3 ff �3 its POWER VAULT #PVi PSP &L), 281T TO SIDE, 1 -6\" GS EAST & NiE,S`f�'F 1 =4 RG )j .QUND VAULT & 1 -4" PVC, AROUND VAULT. EXCAVATE -Ffl'R-43'.= 8"X8'- -''•- PSP &L VAULT AT MINIMUM BURY)5EPTH OF 6114k, AND GRATE FLUSH WITH FINISH GRADE. - - -- OVL�I?F�i�AiS�OWER COMMUNICATIONS RELOCATED -'--4- = - - - »� UNDERGROUND AT THIS POLE BY UTILITY COMPANY Lu Ss� s7✓ p ! f/6 / ga ff ! f �z _/w0_4/_J207/ ttl `` SCHEDULE 80 -PVq UNDER Grlr . ""owAYS , 6' -0" MINIMUM - ~- CENTERLINE O 6' WIDE TRENCH FAR ELEC, TE E, TCI AND GAS. -- -- ` (LlGAT1N) - _..._ !UTILITY CO. TO f �\ Ft - REMOVE -POLE -/ -- . - -- 12" SD_ F1 8" SD f & SERVICES— - - ' 19 +00 �20 +002O�ELEC. ES �N f t C !v i .F f _ A.:. 0 "40672 T F SPL _ — ;' . � �IW j r / �g> 00 s`r S.W. 1 6th TF�E - 12" s -� 0r / PP , T OF INTERFACE POfNT 0t IN�ERFj CE /� — MCI pS °v� 48" SID —� 0 F 1 `� 21 00 / p BY OTHERS BY S.W. 16TH' S CONTRACT. R SEE NOTE 1,8, SHEET 4 OQ Rfc 4�W / f / b3Tu i 9 18 17 16 15 14 13 12 11 10 9 8 7 6 F1 Q awn IJULL u / f 3" PVC (LIGHTING) ff 28' RT -TYP f I Ca MICROBOX R146 V *7 F1 SHEET 44 - TYP EXISTING 2 co 1 � O f N 48„ Q D � 1 STATION REFERENCES 40 44 TO CENTER OF POLE, - 20' 10' 0 20' 40' SCALE IN FEET OR KCL /07.08.94 1 I I I I I I i i IA i i i I i Al 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 2 : FrNq 5 10 12 ® A I 15 16 17 18 2�9 120 21 KEY PLAN SCALE: NONE 7-2071 NOTES: S.1/2, SEC. 24, T. 23N., N. 4E, XM. ri 3300 Carillon Point 1. RECORD DRAWING INFORMATION OBTAINED Kirkland, WA. 98083 F!-!�!_ O RATION (206) 822 -3300 FROM CONTRACTOR'S AS- BUILTS. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 1 RECORD DRAWING ® CSTC SITE DEVELOPMENT tr =m =mm =mm =mmm....J S.W. 16th STREET IMPROVEMENTS LIGHTING -STA 17 +50 TO 21+50 RECORD DRAWING J.D.C. 06.15.94 DESIGNED:A.J.H. HATE: 03.24.92 EH.E NAM: T9FOO891 INCORPORATING RENTON COMMENTS D.C. 10.08.92 DRAIIN: D.K.H. nxc No. ISSUE FOR CONSTRUCTION J.D.C. 10.08.92 CHECKED: A.J.H. scACE:AS NOTED 25.UA -6E1 REVISION BY APPR. DATE APPROVED: SHEET: 40 OF: 55 KCL /07.08.94 1 I I I I I I i i IA i i i I i Al 6 7 8 9 10 11 12 13 14 15 16 17 18 19