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Home My WebLink AboutzT-2313SetPRELL WI TZ ,SHORT PLAT U TlL /TIES NOTE: SW 114 OF THE NE 114 OF SECTION 32, UNDERGROUND UTILITIES LOCATE SERVICE CALL BEFORE YOU DIG 7 -800- 424 -5555 TOWNSHIP 24 NORTH, RANGE 5 EAST W.M. CITY OF RENTON, WASHINGTON cRaPxlc SCALE z� a ,a zo a eo ( IN FEET ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I inch = 20 fL SURVEY NOTES --7 o INSTRUMENT NIKON TOTAL STATION DTM —A10LG I (5 SECOND INSTRUMENT). METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASURMENTS AND ANGLES WAC 332 - 130 -070 DATE OF SURVEY. FEBRUARY 1996 LOT 6 BASIS OF BEARING: KCAS W BENCHMARK: CITY OF RENTON MON #1835 E 114 CORNER SEC 32 -24 -5, TOP CONC MON IN CASE TRACT A I AT THE INTERSECTION OF SE 88th STREET & 116th AVE SE ELEVATION = 326.65' (DETENTION) LOT 5 LOT 4 L E Ot ivD STATION STA 2 +82.40, 51.88' LT � I ® MONUMENTS TO BE INSTALLED 4 w �11 3 I SERVICE CABINET JUNCTION BOX ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT HP SODIUM LUM LOT 7 \ A LUMINAIRE TO BE M/C — /I DISTRIBUTION S FLAT LENS H HT GE M25OA2 W/ CUTOFF OPTICS. AP STA. 2 +40.28 ri I --- - - - - -- CONDUIT 2 +70.28 ,1 LOT 3 I CONCRETE PAD I S 8'20'06" STREET SIGN 7. ALL WORK SHALL BE IN ACCORDANCE WITH THE C17Y OF RENTON w 30.00' j I STANDARD SPECIFICATIONS AND THESE PLANS. / SYMBOLS NOT TO SCALE 2. THE LOCA77ONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. LOT 8 J. INSTALL ALL STREET LIGH77NG MA7FR/ALS SHOWN ON THE PLANS, 7 EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST 7 AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. O3 I 4. THE CONTRACTOR SHALL SUBMIT A REQUEST 70 THE CITY OF REN70N t 00 3 FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE. i� N 5 ALL WORK SHALL BE CONS/STANT W7771 U77L/TY AGENCY REQUIREMENTS 3 / RECOMMENDED THE CONTRACTOR SHALL CONTACT ALL PER77NENT UTILITY AGENCIES FOR APPROVAi . FORTY EIGHT (46) HOURS BEFORE COMMENCING WORK, AND SHALL STA: 1+88 COORD/NA7E THE WORK W77H THE UTILIAES THROUGHOUT THE PROJECT. OFFSET.- 23 L r�^I 5' 7� BY Za ? 6. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO 2 "'�! �� ! LOT 2 z EXISTING UTILIAES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED LOT 9 tY BY- UALIIY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. w I LOT 1 BY HATE C IIATF 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CONSTRUCAON ENGINEERING DIVISION AT 277 -5570 FOR /NSPEC77ON PURPOSES DA I R TWENTY —FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK ADD STREET NAME SIGN I BY SHALL BE COVERED UN77L IT HAS BEEN EXAMINED BY THE ENGINEER. BANDED TO POLE O I STA 4 +40, 23'--R T��iil I I � � STA 2 +50, 23' R R/W 4 R =25" Z I R =25' 3 4 3 D7 INSTALL ALUMINIUM DAVIT STYLE LIGHT STANDARD W1150 WATT HP Q Q I SODIUM VAPOR /LUMINA/RE & LAMP — 25' MOUNTING HEIGHT. OLUM/NARE TO BE M —C ll DISTRIBUTION FLAT LENS STA: 5 +72.05 3 \ i 3 i 4 GE M250A2 W /CUTOFF OPTICS. OFFSET. 10.37 R �� O2 INSTALL ALUMINIUM DAVIT STYLE LIGHT - - - - -- STANDARD W 1100 WATT HP SODIUM VAPOR/ LUMINA/RE - - - - - -- - -- — & LAMP — 25' MOUNTING HEIGHT, LUMINA/RE TO BE M —C lI DITCH — 115.00' _ (_ _ 21369' 1 1 2 DISTRIBUTION FLAT LENS GE M25OA2 W /CUTOFF OPTICS. A�1 6 +00 5+00 5 +00 8851'22 "E NEW ASPHALTIC PAVEME�— 58851'22'22 "E� i �— �' O3 INSTALL TYPE "B" JUNCTION BOX. ASpN — I — 4 +00 4 +00 3 +00 3 +00 ��8 H. T- EN/ —I — — — t_ I 2 +0 4 INSTALL STREET LIGHT CONTACTOR CAB /NET 1201240 VOLT of of WASy G N 85 1 '22 "E -T- - I TYPE 1/l GROUND NEUTRAL SERVICE. 5 +6Q - - - -- i - - - - -- F EXISTING ROAD CL s „D ' `f EXISTING EDGE OF PAVEMENT (TYR) ,�_ 58875 1'22'E _____ _______ ___________ Ut / EX CL DITCH STA 3 +95.04 8.50, RT — /¢ EDGE EX. PAVEMENTS ei22is7 STA. 1 +00 MONTEREY CT NE EX CL DITCH / FD 112” REBAR CITY OF RENTON EXIST POWER /TELEPHONE 0.68' SOUTH NE 36th STREET % L EXIST POWER /TELEPHONE TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS UTILITY POLE UTILITY POLE WEST VALLEY EXECUTIVE PARK PRELL WI TZ SHORT PLA T 6632 SOUTH 1975T PLACE SUITE E -102 •KENT, WA 98032 PHONE (206) 257 -0665 FAX (206) 251 -0625 STREET ILLUMINATION PLAN DESIGNED: RDV /MT JOB NO. DATE: MAY 6, 1997 639 - 001 -901 DRAWN. RDV T SCALE WG -NO ��..//��qqqq 6� CHECKED: MT •' = 20' 6391LUM1.DWG i �� 7� N N0. REVISION BY APPR. DATE APPROVED: SHEEP: 10 OF: 12 i/ 1111 Vim^' Ct): 7- -2 h? o7 j °14ti I k r Ip I I A t( yrs i� t rl B �f I FUSE KITS QUICK DISCONNECT 10 AMP IN LINE FUSE TO LUMINAIRE KITS - S.E.C. OR EQUAL TYPICAL DESIGN "B" JUNCTION BOX 1/4" MINIMUM GROUND LUG DRAIN HOLE SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 2" MIN. GROUT TOP OF CONCRETE q UNDER POLE BASE FOUNDATION TO PAD CONCRETE TOP [ IF ESIDEWALK 5° 9' OR CURB. =1111 =1111= — 1111— III -1111 4, III -1111 III— I -- II -1111 -1111 #8 BARE ° allll- 1111=1111=1111 COPPER GROUND WIRE ° 0° GROUND CLAMP —16" MIN. 1 0 D. /-�:J L2" N.P.S. 4 2- (SIZED 7ASREQ'D) LIGHTING PVC CONDUIT SYSTEM CONDUIT ENT R. A A p D 0 0 av WIRES TO CONTACTOR s" FLUSH JOINT O CONCRETE TEST GFI FOUNDATION 0.188 WALL ALLOY 6063 -T6 5/8"x8' (- - COPPER -CLAD 3' SQ. OR DIA. GROUND ROD AS RE� TYPICAL LIGHTING UNDERGROUND SYSTEM —16" MIN. 1 0 D. /-�:J L2" N.P.S. 14 I loo A LTG. MAIN 3 LTG. LTG. LTG. GFI 2 CON. SIG. NEUTRAL i G,L,^' —G.L. p D a D D p D CONDUIT ENT R. A A p D 0 0 av 112" BNC LOCKBOLi GR. 18 -8 S.S. s" FLUSH JOINT O 4 -1/2" D.D. TEST GFI 4' 0.188 WALL ALLOY 6063 -T6 SWITCH RECEPT SATIN GROUND FINISH 4, LIGHTING CONTACTORS AS RE� 2" N.P.S. SLIPFITTER —100 AMP PANEL WITH BRANCH BREAKERS AS REQ'D 2" BRACKET CABLE 2" MALE FEMALE BUSHINGS 2" BY 3/4" REDUCING WASHER -PE CELL TERM. STRIP 3/4" ROMEX CONNECTOR WITH LOCKNUT SERVICE FEEDERS RACEWAY WITH REMOVABLE 6, COVER TYPE III SERVICE CABINET -/ o -- a °ov °o ov p °o0 0 a o ° ° 00_4" DEEP / a 4 ° ° \ ° 44 ° 4 O ° O v O D i o 3' o o° e 00 VD I I O v 0 a _O 0v ° v po 0 00 ov0 STREET LIGHT POLE JUNCTION BOX PLAN VIEW SIDE VIEW LIGHTING STANDARD & JUNCTI ❑N BOX °v O° o °D °°v O � D ° D ° 4 ° � D Q J o O NOTE CLASS 'B' CONCRETE o ° D 0 e TO BE USED IN CONSTRUCTION OF PAD 1' PLAN VIEW INDIVIDUAL JUNCTI ❑N BOX CABINET EQUIPMENT 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK (UP 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 'XI6' GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9, 4 -1/4° TRIANGULAR SHAPED CORNER LOCK -DOWN PLATES °IR t S — // f- 2- 3 1.3 •, 1�1 SINGLE DR DOUBLE MAST ARM AS REQUIRED 33 FOR DOUBLE MAST ARM, INSTALL 2ND CABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES ARE ON SAME CIRCUIT MAST ARM WIRING DETAIL SPLICE KIT DIAMETER = 7/8" 4 -7/8" LOAD LINE 1/4' EUSE 1/4" CUTTING RINGS ri 1c 1= I /TT LOAD CENTER z w > TEST SWITCH & Q UTILITY PLUG v VENT STREET LIGHTING CONTACTORS 16" 10° MIN. MIN. FRONT VIEW PLAN VIEW SIDE VIEW CONTACTOR CABINET EPDXY FILL WYE SIP ICE 4 -1 12'X 1 G'GALVANIZED 0 D. /-�:J L2" N.P.S. ANCHOR BOLTS SLIPFITTER i G,L,^' —G.L. p D a D D p D CONDUIT ENT R. A A p D 0 0 av SIZE AS 0.188 WALL BRACKET ALUM. ALLOY 6063 -T6 151 HANDHOLE 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 -T6 WITH BOLT COVERS & S.S. SCREWS — -Z Im -1/4" SQ. 11" TO 12" DIA. 0 D. /-�:J L2" N.P.S. BOLT CIRCLE SLIPFITTER SIZE TO FIT CABINET SIZE TO FIT CABINET 5'4 RADIUS 112" BNC LOCKBOLi GR. 18 -8 S.S. . FLUSH JOINT 1'-2" 4 -1/2" D.D. TAPERED ALUM. POLE 4' 0.188 WALL ALLOY 6063 -T6 SATIN GROUND FINISH NJ 2 151 HANDHOLE 4 "x6" OPENING W /COVER AND S.S. SCREWS BASE FLANGE ALLOY 356 -T6 WITH BOLT COVERS & S.S. SCREWS — -Z Im -1/4" SQ. 11" TO 12" DIA. H. BOLT CIRCLE pO�aR wy�l4 SIZE TO FIT CABINET SIZE TO FIT CABINET 4 112" OF BOLT ABOVE 4" CONCRETE PAD FINISHED GRADE (4) 1" BNC GALV, STEEL 9470 ANCHOR BOLTS WITH =° "� NUTS AND WASHERS 8 a 4' 4 ero" , INSTALL DECAL NUMBERS STANDARD 25' DAVIT POLE VERTICALLY. INSTALL IN DRY WEATHER 50 °F OR ABOVE, NUMBERING EXAMPLES C e RECOMMENDED FOR APPROVAL LETTER LETTER BY j{.nu(, nATR �'I•al�� SUFFIXED PREFIXED '/ �+.+ CITY PUGET POWER By '. q— 1`k HATE f za /97 OWNED OWNED I BY- nATR BY- nATR BY nATR CURB MOUNTING dF.c HEIGHT q 15 FEET 1 ,'_2' + vow all 45 TRAFFIC DECAL: Fr LOW RELECTURIZED GOTHIC GOLD OR WHITE LEGEND PLAN V I E W ON a a D 4 D H. PLAN VIEW pO�aR wy�l4 SIZE TO FIT CABINET SIZE TO FIT CABINET FRONT VIEW SIDE VIEW �u1 9470 CABINET FOUNDATION E1tPIRES e/22/9i DECAL NUMBERING SYSTEM ;rs 23/30? CITY OF , vi. DEPARTMENT OF PUBLIC WORKS -_ J `p 4p 24 RAC Ti .,.. 'ti Vw IZIJ R/W LINE SIDEWALK CURB rL ROADWAY CURB SIDEWALK R/W LINE 10' MIN. CLEARANCE FROM DRIVEWAY TYPICAL PLAN VIEW H 1 25' 1 30' 1 35' 1 40' SL 18' -3° 23' -3' 28'-3' 33' -3' T 0.188 0,188 0,219 0,219 2' T O 4' TAPERED ALUM, POLE OVERHANG 1'-2 ,__�_SATINA GR UND FINIISH T6 H' HANDHOLE 4'x6' 'SL' OPENING W/COVER & S.S, SCREWS. GROUND LUG INSIDE POLE J TRENCH LOCATIeW ILL;I TYPICAL STREET CROSS SECTI ❑N LIGHT BASE AND JUNCTION BOX LOCATIONS STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 120/240 VOLT B A B 100 A MAIN BREAKER (MIN, 2 POLE 240 VOLT Q PA 20 A 2 P BRANCH BREAKERS E 120/240 VOLT z TEST 16 POLE SWITCH A �, 15 A 20 A 11 _ JUNCTION BOX DIMENSION TABLE M R ITEM K BOX TYPE TYPE 1 ALTERNATE A ALTERNATE B TYPE 2 A Box Outside len th 22" 22" 1 33" B Box Outside Width 17" 17 150 WATTS C Box Inside Len th 18" 19" 2" PVC - SCH. 40 D Box Inside Width 13" 14" 2 E Lid Len th 18" 18" 150 WATTS F Lid Width 13" 13" E221 G Box De th 12" 12" 3 H Ud & Frame De th 5 16" 5 16" 100 WATTS J Wall Thickness Min. 1 1 2" 1 1 2" K Wire Reinforcement W -3 W -2.5 W -2.5 L Le end See Detail See Detail See Detail ITEM MATERIALS Box 6000 PSI concrete See Notes Frame Diamond Plate Steel - A786 • Lid Su ort 1 8'Min. Thick Steel i L or T. - A36 + Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel *GALVANIZED STEEL LEGEND DETAIL (Mark L) SIGNALS T S 1 LIGHTING TS-LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND Form-Letters with 118r' Weld Bead. Grind off Diamond Pattern before forming letters. ILLUMINATION SYSTEM LEGEND II C I I m v L Vn E u � rl PLAN VIEW x e K �i N ELEVATION VIEW 7 BF1L ENDDa S•• AUrI ON N iYP 6' GRAVEL PAD COMPACTED TYPICAL JUNCTION BOX INSTALLATION DETAILS M TYPE 'I' BOX Q TYPE 'Il' BOX Lctslx3 /16. 1 "Inng HOOK DETAIL PLAN SYMBOLS (2 Noels W Ud) JUNCTION BOX DETAILS 1 IF /AA /A/ A /,C>,c Cr`"T7_ )/ // /_ POLE LD.# POLE LOCATION MH ARM LENGTH LUMINAIRE C.R. POLE /D # 1 STA 2 +50, 23' RT 25' 4' 150 WATTS 2" PVC - SCH. 40 2 - #8 T H. W. CU. NE 36TH STREET 2" PVC - SCH. 40 2 - #8 T H. W. CU. 353DG 2 STA 4 +40, 23 LT 25' 4' 150 WATTS 35310 NE 36TH STREET 3 STA 2 +88, 23 LT 25'54v8 4' 100 WATTS MONTEREY CT NE. 4 STA 2 +82.40, 51.88 LT. MONTEREY CT NE. 25' 4' 100 WATTS 135416 CONTACTOR CABINET # 0010- LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS STREET LIGHT POLES; STA 2 +33.82, 24'RT NE. 36TH STREET. 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. 70• VARIABLE T -0' 0 1'-6 0 FRONT VIEW SIDE VIEW TYPICAL LI�liT BASE AND JUNCTI ❑N BOX CONCRETE PAD T-13" I I I I FRONT VIEW SIDE VIEW TYPICAL JUNCTI ❑N BOX 'B' CONCRETE PAD •4 -0 � 30" 4 I I I I L- - - - - - L - -J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD TYPICAL CONCRETE PAD DETAILS TaL231303 CONDUIT & W/RiNG SCHEDULE RUN NO. CONDUIT SCHEDULE 2" PVC - SCH. 80 3 - #2 SERVICE 2- #14 PHOTO CELL, 1- #8 BARE ZL 2" PVC - SCH. 40 2 - #8 T H. W. CU. 3� 2" PVC - SCH. 40 2 - #8 T H. W. CU. 2- #8 T H. W. CU. 4� 2" PVC - SCH. 40 1 - #8 BARE 2" PVC - SCH. 40 SPARE - FUTURE STREET LIGHTING TERMINAL B B RECOMMENDED BLOCK FOR APPROVAL F B B A UTILITY r PLUG (G I) BY 1�IrL, DATE S�ZBI47 0 T� By/ ter. A i% DATE /zs A A A STREET LIGHTING BY DA71R v' B CONTACTORS BY DATE B B B B D NOTES: BY DATR CIRCUIT WIRES TO LIGHTING RUNS 1. INSTALL ALUMINUM DAVIT STYLE LIGHT STANDARD W/ 150 WATT A PHOTO -CELL TO GROUND HP SODIUM VAPOR /LUMINAIRE & LAMP - 25' MOUNTING HEIGHT MOUNTED ON WIRING COLOR CODE ROD LUMINAIRE_ TO BEM - C - ll DISTRIBUTION FLAT LENS - GE CITY OF RENTC3N NEAREST M250A2 W/ CUTOFF OPTICS. Y- H T LUMINAIRE A, WHITE JACKET (NEUTRAL) oJ�ow was Mfr T ®l1MA ENG INEERS DEPARTMENT OF PUBLIC WORKS B, BLACK JACKET (LINE) 'N C, GREEN JACKET (GROUND) 2. INSTALL TYPE "B" JUNCTION BOX. � � F o WEST VALLEY EXECUTIVE PARK PRELL WI TZ SHOR T PL�4 T / D, RED JACKET (LOAD) 3. INSTALL STREET LIGHT CONTACTOR CABINET 120 240 VOLT TYPE 111 �� 6632 SOUTH 191ST PLACE, SUl7E E -102 -KENT, WA 98032 E, GREEN OR BARE WIRE (GROUND) PHONE (206) 251 -0665 FAX (206) 251 -0625 STREET ILLUMINATION DETAILS 2 GROUNDED NEUTRAL SERVICE I e 0 aT� �w�' F `SL0NALG� I DESIGNED: DATE: MAR. 1997 JOB 639 -001 -9651 4 STREET LIGHTING CONTACTOR PROVIDE CIRCUIT BREAKERS & ONE CONTACTOR CABINET AS SHOWN IN DRAWN: INET SCHEMA TIC THESE ILLUMINATION PLANS. exru es c,zz,sv SCALEN.A. �wG- NO JR6 _ ��_ 'a CHECKED: M.T. N0. REVISION BY APPR. DATE APPROVED: SHEEr:' `1 OF:, '1 6D j 24A TRACT A (DETENTION) LOT 7 LOT 8 LOT 6 O SW 1 /4 OF THE NE 1 /4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST W.M. CITY OF RENTON, WASHINGTON jLor s S_TA�2 +8.2.40, 51.88' LT ��/ , pia' -O Lor 4 LOT 3 i W �i WI w aI w �� UTILITIES NOTE: UNDERGROUND UTILITIES LOCATE SERVICE j�— CALL BEFORE YOU DlG 7- 800 - 424 -5555 1_�� GRAPHIC SCALE I zo o io zo � i ( W FEET ) 1 inch = 20 ft Su r� Vc `f iV � TES INSTRUMENT NIKON TOTAL STAT /ON DTM -AlOLG � (5 SECOND INSTRUMENT). METHOD USED: FIELD TRA' ✓ERSE WITH ACTUAL FIELD MEASURMEPJTS AND ANGLES WAC 332 - 730 -070 DATE OF SURVEY. FEBRUARY 7996 BAS /S OF BEARING: KCAS BENCHMARK: CITY OF RENTON MON #7835 E 1/4 CORNER SEC 32 -24 -5, TOP CONC MON IN CASE AT THE INTERSECTION OF SE 88th STREET & 176th AVE SE ELEVATION = 326.65' L �� /D STA TION J MONUMENTS TO BE INSTALLED SERVICE CABINET ® JUNCTION BOX ALUMLNUM DAVIT STYLE LIGHT STANDARD W/ 950 WATT HP SODIUM VAPOR /LUMINAIRE &LAMP - 25' MOUNTING HEIGHT LUN,INAIRE TO BEM - C - Il DISTRIBUTION FLAT LENS - GE M250A2 W/ CUTOFF OPTICS. --- - - - - -- CONDUIT �L CONCRETE PAD ® STREET SIGN 7. AL WORX SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SPEgFICATIONS AND THESE PLANS. SYMBOLS NOT TO SCE L E 2. THE LOCATIONS OF FEA R/RES SHGWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY O I � I �/ v � \ � // / FOR APPROU?r. FORTY fl� TC(48) HOURS BEFORE COMMENCDNG WORK,L AND SHALL � '� 0 3 // � COORDlNA1E THE WORK Wl1H THE UTILITIES THROUGHOUT THE PROJECT. S zah STA: 7 +88 ' ��i��/ \ / BY • i�D1yA vi 6. THE CONIRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO OFFSET: 23 L I� � j \ �� //� LOT 9 � � �� LOT 2 nA� .� — U77LlTY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE t � � LOT 7 B � DATE. — 7 IHE CONTRACIOR SHACC NOTIFY THE CITY OF RENTON CONSTRUCDON —ADD STREET NAME SIGN TO POLE ® °dam, DA,� _ BY TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK BANDED I I ��il SNACL BE COVERED UNI71 !7 HAS BEEN EXAMINED BY THE ENGINEER. � I I 1,, STA 4 +40, 23' RT -///- � � ' i ` STA 2 +50, 23' R ( INSTALL ALUMINIUM DAVIT STYLE LIGHT STANDARD W /750 WATT HP � �� KIN �L�.4�__ Z � = -- G 4 � I _ o _ � 3 \ -. \1i � \\ LTA i d 4 � - � t / / /. �I , _ � �. & LAM.P - 25' MOUNTING HEIGHT, LUMINAIRE TO BE M -C ll — '��_ __ II 273.69" � _ J D�IOH � FT In 715.00' 18851'22'E N W A P� n S +OC 5 +00 a E SPHA.LTIC PAVEME�— 58857'22 "E +oU �f� -�I � — I 2 1 � �- - F�pN — �_ vU — � —I _ N F 8851 '22'E +00 -� - -- -- � -- I 3 +00 2t0 _r- �_ � - --- -- - ---------------------7- - - - - -- - - -- --- - - — — — -- - — - - -- -- EXISTING EDGE L)F PAVEMENT (TYP.) - - -- -- - - -- EXISTING R OAD -- "22 "E -- - CL —_ -- - -I -- -- --- -- - - -� - -- - -�2n�, - - I � i t� E � _ TYPE 111 GROUND NEUTRAL SERVICE. S88 51 I i sago �� RECISTER� 1 S'S /DNAL � �EX CL DITCH STA 3 +95.04, 8.50, R1 � r� •ass sizzisv "# AS BUILT BASED ON FIELD SURVEY BY TOUMA ENGINEERS " V EDGE EX PAVEMENT STA. 7 +00 MONTEREY CT NE EX CL DITCH CITY OF RENTON FD 1/2" REBAR '. T A Ate+ A� C G� p ®��!`i EIYV�IYEGRJ r L EXIST POWER /TELEPHONE 0.68' SOUTH NE 36th CTREL'+T - - WEST VALLEY EXECUTIVE PARK 6632 SOUTH 191ST PLACE, SUITE E -702 'KENT, WA 98032 PRELL W/TZ SH�I�?T PLe4 T EXIST POWER /TELEPHONE UTILITY POLE PHONE (206) 251 -0665 FAX (206) 257 -0625 SEE T /LLUIIj,'INATION PLAN iTILITY POLE s // �� .• 3 lNSTACL ACL STREET LIGH77NG MATERIALS SHOWN ON THE PLANS, EXCEPT AS NOEG. ALL MATERIALS SNACL BE tJEW AND OF THE BEST AVAILABLE GRADE OR QUALITY, EXCEPT AS NOTED. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF REN70N FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE 5. ALL WORK SHALL BE CONSISTANT Wl7H UTILITY AGENCY REQUIREMENTS I r RECOMMENDEP3 S FOR APPROU?r. FORTY fl� TC(48) HOURS BEFORE COMMENCDNG WORK,L AND SHALL COORDlNA1E THE WORK Wl1H THE UTILITIES THROUGHOUT THE PROJECT. S zah BY • i�D1yA vi 6. THE CONIRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ,/ 11Ai'F SIzaIS� Qy:' �� {� EXlST7NG U77DP.ES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED nA� .� — U77LlTY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE B � DATE. — 7 IHE CONTRACIOR SHACC NOTIFY THE CITY OF RENTON CONSTRUCDON BY ENGINEERING DIVISION AT 277 -5570 FOR INSPECIIOFJ PURPOSES DA,� _ BY TWENTY -FOUR (24) HOURS BEFORE COMMENCING WORK. NO WORK SNACL BE COVERED UNI71 !7 HAS BEEN EXAMINED BY THE ENGINEER. INSTALL ALUMINIUM DAVIT STYLE LIGHT STANDARD W /750 WATT HP SODIUM 1(APOR/LUM/NA1RE &LAMP — 25' MOUNTING HEIGHT LUMINARE TO BE M —C N DISTRIBUTION FLAT LENS GE M250A2 W /CUTOFF OPTICS. _ O2 INSTALL ALUMiNIUPrI DAVIT STYLE LIGHT , STANDARD W /100 WATT HP SODIUM VAPOR/ LUMINAIRE & LAM.P - 25' MOUNTING HEIGHT, LUMINAIRE TO BE M -C ll DISTRIBUTION FLAT LENS GE M250A2 W /CUTOFF OPTICS. O3 INSTALL TYPE "B" JUNCTION BOX. H. O4 INSTALL STREET LIGHT CONTACTOR CABINET 720/240 VOLT oO�oRw�syOD .dew �Tc�� TYPE 111 GROUND NEUTRAL SERVICE. I i sago �� RECISTER� 1 S'S /DNAL � _ r� •ass sizzisv "# AS BUILT BASED ON FIELD SURVEY BY TOUMA ENGINEERS " CITY OF RENTON '. T A Ate+ A� C G� p ®��!`i EIYV�IYEGRJ DEPARTMENT OF PUBLIC WORKS - - WEST VALLEY EXECUTIVE PARK 6632 SOUTH 191ST PLACE, SUITE E -702 'KENT, WA 98032 PRELL W/TZ SH�I�?T PLe4 T PHONE (206) 251 -0665 FAX (206) 257 -0625 SEE T /LLUIIj,'INATION PLAN _ DESIGNED: RDV /MT �A; _. JOB NO. 639 - 001 -907 DRAWN: RDV 7 scA� CHECKED: MT %" = 2�' owc —No 6397LUM9.OWG N0. REVISION BY APPR. DATE APPROVED: oiRec.ox o SHEET: 7Q Or': %2 eGANNF.® DEC 101999 C`t' - -; 7- 2?6;� �� /�� T -a� /�o � � .:�r; �..... ELISE KITS ��UICK DISCONNECT 1p P.MF IN LTNE FUSE .ITS - S.E.C. OR EI�UAL ,1 �� GROUND LUG - � i -_IT\ - � �' _P� X1 \'P'L _LE �`�N - 1 �" MIN. GP.OUT � 1 UNDER POLE BASE _ - \ - `1 � tt � _ 1 S�l L 1 0, TO LUMINAIRE 1/4" MINIMUM DRAIN HOLE __ - -- — q. ,oe= lill -�lil =III = t � _, _ �—i l �!iI= IIII -!li1 -1111 II II _ -- -- E — 'In _f—� � � III!= TOP OP CONCRETE POIJNDATiON TO BE LEVEL WITH TOE UE SIDE \• /ALk / DR CURB -1111— 1!11— 46 =4= I!= illl- li! �� I � I�GROUND I ! I 'Iii CLAMP I ,i �i.� �,�` I t II II � = S F ` �V` CONDUIT _ � Y ��I � � S'fS7FM - -- - -- V.A�T�P � U CONCRETE � ❑UNDATION ., =x�' COPPER- *_LAD � _ SQ. OR DIA. _ �' TYPfCAL Livti TING U,ND�RGROUND SYSTEM _ 16" MIN. Z" N.P,S, SLIPEITTER I_ _ X14" I � � e 100 AMP PANEL \ � III WITH BRANCH � II i� I in BREAKERS AS REQ'D � ,I 11 I �� MAIN I 3 ' ?o LTG. I LTG. III LiG. I GfI ' BRACKET CABLE I I 2 CON. SIG. T \ ` 1 � NEUrsnL 2" MALE .. FEMALE BUSHINGS \ PE CELL 2" BY 3/4" P.EDIJCING WASHER 0 0 TERM, STRIP i 0 TEST GPI SWITCH RE�EPT, 3/4" P,OMEX CONNECTOR WITH LOCKNUT I r� SINGLE OR DOUBLE MAST 1 ARM AS REQUIRED 3/4" 4., �— LIGHTING CONTACTLIRS AS REQ'D i SERVICE ��/ FEEDERS � P.ACEWAY WITH FOR DOUBLE MAST ARM, INSTALL 2ND CABLE + REMOVABLE BETWEEN LUMINAIRES WHEN BOTH LUMINAIRES 6" COVER ARE ON SAME CIRCUIT TYPE III SERVICE CABINET MAST ARM WIRING DETAIL � _ �- —J V J Ve p� f- � B O O p � I G o o �o o e nv DoG pva v vno J uD GD 4,. DEEP v �� ' e v p D D v p G �a II ? L ° I I� G ��el � Po ' � °r D L T e o U' ( p v o �i 4 �� /I � �ppe I III Ge e oR - _ I ' �� oo I � Cp{ ve o�v Dn eD Oo / �00�\� -FEET LIGHT POLE= I- JUNCTION BUX oa � PLAN �iIEW SIDE VIEW LIGHTING STANDARD & JUNCTI ❑N B ❑X p n O � O° p o 0 o O C L p o v� I� a � e d ' z b ao � baG Q c p �S'TE JLASS 'B' CONCRETE o D � I, -❑ BE USED IN pPO Pv � aD !�C ^1S -P! IC T ION ❑E PAri 1' PLAN `✓IEW INDIVIDUAL JUNCTI ❑N B ❑X CABINET EQUIPMENT f TiJMD Eu -T' /PE LTAINLE.".L ;TEFL BEST CORE LOCK cOR EQUAL) KEYED FOR <� bIiH n YE �,;i �C _,IN,i LF,L VANIZED GHEET STEEL �./ . PEU EAI.1 CONC TRUCTION POOP b /ITH := ONCEALED HINGES CLEFT SIUE> cINTEPiCR - WHITE BAKED -UN ENAMEL .. EXTEPIOF - GPAf -ETCH GALVANIZED SURFACE BEFORE PAINTING - BOTTOM OPEN- 2° MOUNTING FLANGE CTURNEU INWARD) ON ALL SIDES d 4- I /E "Xi5" GALVANIZED ANCHOR BOLTS W /NUTS AND WASHERS 9. 4 -1/4' TPIAN�ULAP ;NAPEP COPNEP LOCK -DOWN PLATE r EPDXY ErL' EPDXY FILL — �- iNLINE SPLICE ,-. '-. T ,-. ^ T T WYE SPLICE �� .� 1 MOUNTING HEIGHT 15 EEC XIF � AJ�.`A�.�IZEP Ni HC� ESL i � 0.188 WALL BRACKET �� CONDUIT ENTR. AREA � Z I � �'I ' i � �� ulAn � ENTER � ` � � � �F`= �w � UPI 1I� L� �___ I � i SIZE TO EIT �AEINET SIZE T❑ FIT CP.BINE7 o��o€ wnsH�G 'c ew �'I'�� I✓ENr � SIFLHT uGHr,NG � V� Ii �I C'�NTA'_TrIR , fi/22/9? ��J ` M6N —{ lU„ I [N FRONT VIEW PLAN VIEW SioE vlEw CONTACTOR CABINET. .� 1 MOUNTING HEIGHT 15 EEC XIF � AJ�.`A�.�IZEP Ni HC� ESL i SIZE AS REQUIRED 0.188 WALL BRACKET . v ��–_ L �r � —G.L T o o� 0 9� CONDUIT ENTR. AREA �I �I p �� o � � � I � i o °I o00 t � ` � � i NUTS AND WA'��HERS � PLAN `✓IE'JJ g Ii �___ I � i SIZE TO EIT �AEINET SIZE T❑ FIT CP.BINE7 o��o€ wnsH�G 'c ew �'I'�� FRONT VIEW SIDE VIEN� I� -8" � V� CABINET FOUNDATION EXPIRES saga W4 �''��-�' SSJOnaL �'" fi/22/9? 4 -I /2" O,D �APEPED ALUM POLE � IB8 WALL ALLOY 5G5 ; -TF ,T'�! GPOUND FINISH 18' - "s" �HAET ISI HANDHOLE- 4 "x6" OPENING k' /COVEP AND S, S. SCR�EWS\ g° O.D. EASE FLANGE ALLOY 356 -T6 Wi_TH GROUND LU BOLT CGIEP.S & S.S, SCREWS � 1' -6" 25'-0" SIZE AS REQUIRED 0.188 WALL BRACKET 8 y ALUM, ALLOY 6053 -T6 � -�� t I t � P�NCHOR BOLTS WITH ` 4 -1 /� 2" N.P.; O.D. i NUTS AND WA'��HERS �� SLIPFtTTEP 1/2" BNC LOCF'BOLT GP I8 -8 S.S. -- I1 5' -P„ RA�D -IUS PLUSH JOINT —� I� -8" 4 -I /2" O,D �APEPED ALUM POLE � IB8 WALL ALLOY 5G5 ; -TF ,T'�! GPOUND FINISH 18' - "s" �HAET ISI HANDHOLE- 4 "x6" OPENING k' /COVEP AND S, S. SCR�EWS\ g° O.D. EASE FLANGE ALLOY 356 -T6 Wi_TH GROUND LU BOLT CGIEP.S & S.S, SCREWS � 1' -6" 25'-0" INSTALL DECAL NJMBERS VERTICALLY. INSTALL IN DR7' WEATHER 50 °E OR ABO` ✓E. NUMBERING EXAMr ^LtS STAI�'DARD 25' DA VlT POLE LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER RECOMMENDED FOR// APPROVAL BZ' T1 •�� PATE '/, 1�-r B� �"��_ �-� PATE S/za197 BY IiATG BY ATt~ BY PATE /�'� 9C � Imo_ -��_ F \ 45 — TRAEEIC / DECALS \� FLOW RELEC TIJRIZED GOTHIC GOLD E -�yf 2 �a -3" OR 4.�HITE LEGEND PLAN VIE W BacB��ouND — � DECAL NUMBERiiVG SYSTEM e"* AS BUILT BASED ON FIELD SURVEY 8Y TOUMA ENSINEE;r'_ °- � CITY OF � >�w i sir � TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS �,v; r -s �/3 a s . ,. _ ,9a3; r-z � >�-o�' ��NNFf� OEC 101999 C — 11 -1/4" SQ. ll' TO ic" DIA. EOLT CIPCLE 4` CONCRETE PAD 4 1/2" OP BOLT ABOVE � FINISHED GRADE '4'' 1" BNC GALV- STEEL � P�NCHOR BOLTS WITH ` �� NUTS AND WA'��HERS o� 4" INSTALL DECAL NJMBERS VERTICALLY. INSTALL IN DR7' WEATHER 50 °E OR ABO` ✓E. NUMBERING EXAMr ^LtS STAI�'DARD 25' DA VlT POLE LETTER LETTER SUFFIXED PREFIXED CITY PUGET POWER RECOMMENDED FOR// APPROVAL BZ' T1 •�� PATE '/, 1�-r B� �"��_ �-� PATE S/za197 BY IiATG BY ATt~ BY PATE /�'� 9C � Imo_ -��_ F \ 45 — TRAEEIC / DECALS \� FLOW RELEC TIJRIZED GOTHIC GOLD E -�yf 2 �a -3" OR 4.�HITE LEGEND PLAN VIE W BacB��ouND — � DECAL NUMBERiiVG SYSTEM e"* AS BUILT BASED ON FIELD SURVEY 8Y TOUMA ENSINEE;r'_ °- � CITY OF � >�w i sir � TOUMA ENGINEERS DEPARTMENT OF PUBLIC WORKS �,v; r -s �/3 a s . ,. _ ,9a3; r-z � >�-o�' ��NNFf� OEC 101999 C R /W LINE TYP. CONC. PAD JUNCTION BOX DIMENSION TABLE A SIDEWALK M BOX TYPE I- c CURB R ITEM TYPE 1 YPE 2 t K ALTERNATE A ALTERNATE B _ u A Box Outside length 22" 22" 11Y' L_j B Box Outside Width 17" 17' ROAD`dAY C Box Inside Len th 18" 19" L3 D Box Inside Width 13" 14" E Lid Len th 18" 18" E F Lid Width 13 13" CURB G Box Depth 12 12" — SIDEWALK H Ld & Frame De th 5 16" 5 16" J Wall Thickness Min. 1 1 2" 1 1/27 1 1 Y' R/W LINE K Wire Reinforcement W - 3 W -2.5 W -2.5 10' MIN. PLAN uEw L Legend See Detail See Detail See Detail -- CLEARANCE FROM DRIVEWAY 1 TYPICAL PLAN VIEW ITEM MATERIALS Box 6000 PSI concrete See Notes ELEVATION VIEW Frame Diamond Plate Steel - A786 H 25' 30' 35' 40' * Lid Support 1 TMin. Thick Steel C, L or L - A36 28'-3' 33' -3" * Lid Diamond Plate Steel - A786 0.188 ii 0.188 1 0.219 0.219 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel 2' TO 4' } *GALVANIZED STEEL �m 3" TAPERED ALUM. POLE OVERHANG IMN ON CaNDO ,v-''T' WALL ALLOY 6063 -T6 �ttP SATIN GROUND FINISH H' 6° GRAVEL PAD HANDHOLE 4'x6' SL, COMPACTED OPENING W /COVER & S.S. SCREWS. 'GROUND LUG LEGEND DETAIL (Mark L) TYPICAL JUNCTION BOX INSTALLATION DETAILS / INSIDE POLE e 1' -6' SIGNALS T=;1 LIGHTING TS -LT TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND ® TYPE 'r eax TYPE 'II' BOX TRENCH LOCATI O % ? LG1 zl x3 /I6, YLOng HOOK DETAIL PLAN SYMBOLS Fern, - Letters with 1/8" Weld (2 Heuks cer ud) TYPICAL STREET CROSS SECTI ❑N Bead. Grind off Diamond Pattern before forming LIGHT BASE AND JUNCTION BOX LOCH TIONS letters. ILLUMINATION SYSTEM LEGEND JUNCTION BOX DETAILS STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 1201240 VOL T 100 A MAIN BREAKER (MIN. 2 POLE 240 VOLT ® ® Q 20 A 2 P ►� Q BRANCH BREAKERS 120/240 VOLT w 16 POLE z TEST r S`JITCH 415 A 20 A TERMINAL BLOCK— UTILITY PLUG (G D STREET LIGHT N13 CONTACTORS CIRCUIT WIRES TO LIGHTING RUNS LTPHOTO -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 CONTACTOR 11INET SCHEMATIC I 1 /MIIVAIRF 1:�('14FI)I /1 F 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 controct. 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. POLE LD.# POLE LOCATION MH ARM LENGTH LUMINAIRE C.R. POLE ID # SCHEDULE STA 2+50, 2J RT 25' 2" PVC - 150 WATTS 3 - #2 SERVICE NE 367H STREET 4' 3539G #74 PHOTO CELL, 1- 8- BARE STA 4+47 23 LT 4' 150 WATTS 2 - #8 T H. W. CU. NE 36TH STREET 25' 2" PVC - SCH. 40 3531C - #8 T H. W CU. STA 2 +88, 23 LT. 25' 4' 100 WATTS 2 - #8 T H W CU, MGN'TERF7 CT NE. 2" PVC - SCH. 40 35408 4 STA 2 +8240, 57.88 LT. 25 4 00 WATTS MONTEREY CT NE 354 H CONTACTOR CABINET / 0010- LABEL ON WEST SIDE OF CABINET WITH SAME LETTERING AS STREET LIGHT POLES, STA 2 +33.82, 24'RT NE36TH _ ^TREET INS UM TALL A_LIMIN L ✓ >T1, L,GHT ,TANDARD W/ 150 WATT TO GROUND HP SODIUM i- APOFILUMINARE & LAMS' - 25' MOUNTING HEIGHT ROD Li/MINAIRL To BE M - lI DI,- T/HPUTION FLAT LENS - GE ,0250A2 VV/ CLIT.)F JPT___ 2 INSTALL TYPE B' JUNCTION BOX' 3. INSTALL STREET LIGHT I,UNTA(,T0F CABINET 1201240 VOLT TYPE 111 GROUNDED NEUTRAL SERVICE PROVIDE CIRCUIT BREAKERS & ONE CONTACTOR CABINET AS SHOWN IN THESE ILLUMINATION PLANS. ROLL 16 1 055 _ 7'-0' VARIABLE 3'-0' IJ �I - -6• 1 . A ' 4 4 ale - - - - -- II _J ; °� oL4.I'... FRONT VIEW SIDE VIEW TYPICAL LIGHT BASE AND JUNCTI ❑N BOX CONCRETE PAD + 30' ...... I I I L - - - - J L - --J FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'B' CONCRETE PAD 4— a n' I I I I L - - - - - - J I-- - -� FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX 'C' CONCRETE PAD TYPICAL CONCRETE PAD DETAILS 2" PVC - SCH. 40 SPARE - FUTURE STREET LIGHTING RECOMMENDED rOR :i Frllkj V !1L BY�.� i111�I[ic nArF sislT� BY E A DAM BY ,� IiA7'R BY BATE "# AS BUILT BASED ON FIELD SURVEY BY TOUMA ENGINEERS gY DATE AS r4U z 9470 �7isTEit� �`SIONAL EXPIRES 6!22/97 ToumA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 191ST PLACE, SU17F E -102 • KENT, WA 98032 PHONE (206) 251 -0665 FAX (206) 257 -0625 CITY OF RENTON N DEPARTMENT OF PUBLIC WORKS PRELL W TZ SHORT PLAT STREET ILLUMINATION DETAILS 2 [ED: _ DATE- Mpa JOB NO. roo7 639 -001 -9651 R.D.V. SCAC DWG -No CHECKED: M.T. IV. "A. 6391LDT2 REVISION I BY I APPR. DATE APPROVED: SHEET:,? OF:1 9 "CANNED DEC 1 01999 t CJ CONDUIT & WIRING SCHEDULE RUN NO. CONDUIT SCHEDULE 1L 2" PVC - SCH. 80 3 - #2 SERVICE 2- #74 PHOTO CELL, 1- 8- BARE ZL 2" PVC - SG4. 40 2 - #8 T H. W. CU. 2" PVC - SCH. 40 2 - #8 T H. W CU. 2 - #8 T H W CU, 4 2" PVC - SCH. 40 1 - #8 BARE 2" PVC - SCH. 40 SPARE - FUTURE STREET LIGHTING RECOMMENDED rOR :i Frllkj V !1L BY�.� i111�I[ic nArF sislT� BY E A DAM BY ,� IiA7'R BY BATE "# AS BUILT BASED ON FIELD SURVEY BY TOUMA ENGINEERS gY DATE AS r4U z 9470 �7isTEit� �`SIONAL EXPIRES 6!22/97 ToumA ENGINEERS WEST VALLEY EXECUTIVE PARK 6632 SOUTH 191ST PLACE, SU17F E -102 • KENT, WA 98032 PHONE (206) 251 -0665 FAX (206) 257 -0625 CITY OF RENTON N DEPARTMENT OF PUBLIC WORKS PRELL W TZ SHORT PLAT STREET ILLUMINATION DETAILS 2 [ED: _ DATE- Mpa JOB NO. roo7 639 -001 -9651 R.D.V. SCAC DWG -No CHECKED: M.T. IV. "A. 6391LDT2 REVISION I BY I APPR. DATE APPROVED: SHEET:,? OF:1 9 "CANNED DEC 1 01999 t CJ