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Home My WebLink AboutT-215802LOAD CENTER I TEST SWITCH a UTILITY PLUG VENT STREET LIGHTING CONTACTORS IS MIN MIN FRONT VIEW PLAN VIEW SIDE VIEW CONTACTOR CABINET CABINET EQUIPMENT 1. PIN TUMBLE R -TYPE STAINLESS STEEL BEST CORE LOCK UDR EUIN-I KEYED FOR CX -1 WITH 2 KEYS 2. 12 GAUD IMIN) GALVANIZED SHEET STEEL 3. WELDED SEAM CONSTRUCTION 4. DOOR WITH CONCEALED HINGES ILEFT SIDE) 5. INTERIOR - MIT BAKED-ON ENAMEL 6. EXTERIOR -CRAY -ETCH OALVANUZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2- MUNTING FLANGE ITURNED IMiNDI ON ALL SIDES B. 4-1/2- X16 - GALVANIZED MCH OR BOLTS W /NUTS AND HASHERS 9. 4 -I/4' TRIANGULAR SHAPED CORNER LOOC-OUN RATES 4- 1/2'XIB- GALVANIZED ANCHOR BOLTS G.L. OL CONDUIT ENT R ARE U I _ SIZE TO FIT CABINET ISIZE TO FIT CABIt4q, PLAN VIEW FRONT VIEW SUE VIEW CABINET FOUNDATION STREET LIGHT CONTACTOR CABINET AND FOUNDATION Ito fflpoi 11 1 �WE_ �� cuu4r uses ro LXamM; wes I rowreo caw � � 1 A a eEwac .MOxr Lr4D aaa+..van )mean E �u'�rn TeMU � .auem STREET LIGHTING CONTACTOR CABINET WIRING SCHEMATIC TYPE III SERVICE 1201240 VOLT NOTES ALL WORK SHALL BE N ACCORDANCE WITH THE CITY OF RENTON STANDARD SPECIFICATIONS AND THESE PLANS. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED N THE FIELD BY THE CONTRACTOR AS NECESSARY. INSTALL ALL STREET LIGHTING MATERIALS SHOWN ON THE PLANS. EXCEPT AS NOTED. ALL MATERIALS SHALL BE NEW AND OF THE BEST AVAILABLE GADE OR DUALITY. EXCEPT AS NOTED. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIAL APPROVAL AT THE EARLIEST POSSIBLE DATE. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REOUIREMENTS THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMENCNG WORK. AND SHALL COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY IMMEDIATELY UPON DAMAGE. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON CUSTOMER SERVICE DIVISION (277 -5570) FOR INSPECTION PURPOSES- 24 HOURS BEFORE COMMENCING WORK. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. AS BUILT DRAWINGS WILL BE REOUIRED ON COMPLETION OF ALL PROJECTS CONDUIT UNDER ROADWAY SHALL BE P.V.C. SCHEDULE 80 AND ALL OTHER CONDUIT SHALL BE P.V.C. SCHEDULE 40. TYPE III SERVICE CABINET TIAP o - MO.- TYPICAL LIGHT BASE ANDJUNCTION BOX CONCRETE PAD �T� NwR vEW srE YEu TYPICAL JUNCTION BOX '8" CONCRETE PAD �T� TYPICAL JUNCTION BOX "C" CONCRETE PAD 01 a� smE vILWYIa, LIGHTING STANDARD 8 JUNCTION BOX NOfE: e/66 LT [aL:ETE TC°RS�,mc�rDHR ff INDIVIDUAL JUNCTION BOX CONCRETE PAD DETAIL JUNCTION BOX DIMENSION TABLE A BOX TYPE l c l ITEM TYPE 1 TYPE 2 A ALIFRN -. _I A Box Outside 1.4h 22' 22 33 B Box Outside Width 17 17 22 1 2 C Box keide L With 18 19 28 L D Be, k Aide Wdlh 13 14 17 E Lid Length 18 18" 726 —1/2 F Lid Width 13' 13" 17- G Box Depth 12 12 12" - H Lid & Frome th 5/16- 5L16- 5 16 J Wol 7NckrESS 1GI 1 1/2 1 1/2 K W e Re'ntarcement W -3 W -2.5 W -2.5 L I L end See Detail I See Detail I See Deld ITEM NMA.ERIALS RIALS Be z reFrome te Sled - A786 EIEVATM vEw Lid t lef C, L R T. -AS Lid le Steel - A786 Anchors or Tee Plate R,W. caret 82 Steel 'GALVANIZED STEEL E QUVEL FAD LEGEND DETAIL (wx U mxvACim SIGNALS 5 TSLT LIGHTING TYPrx .wnoM eoz esTALUTaN ❑ETALs TS -LT TELEMETRY TRAFFa SE.w1 SYSTEM LEGEND LI m PE T eDX m 1 /e' w.w p TYPE r eox B.Rd G:tl on D"vm:d L —I L�i_I a•.+r�R.a euw� MoaK OETAa FIAw sreoLs LLUNATDN SYSTEM IECDD R+m "'� NOTES: AN dimensions are minimum. Exact configurotions very among different manufacturers- The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 or Type 2 Boxes shall be 287 minimum of overall thickness. Lid support members shill be welded to the frome. 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 shoe be provided with 12" deep extension boxes. When noted in the contract. Type 2 Boxes shall be provided with a 10' X 27 V2" 10 gage divider plate complete with fasteners. Non- concrete Boxes may be submitted for approval. Evaluation will include on H -20 Load Test. JUNCTION BOX DETAILS —rra. roc ew RM L•E ti suETwx Ie nRa RM L!E aexcv4:e FROM oRnEWnr ALTERNATE PLAN VIEW -41001-EM=- �--aIAMETER " 7/B )DNrw L— LINE v4- Fllg v4- a Q o va CUTTDL RINGB FUSE KIT EPOxY FELL �Y PILL SPLICE KIT Z NP.S A�FITTEF Y eeAncET tree r Our v� REaEVD w,sER v4- �x cuaccra+ SeCtf � 0018E a ST � TM FOR m w F MST Ar4L INS MI I N w—H LIMNa Ews w£N BorH L1MPM6E5 Are W E E C1 T MAST ARM WIRING DETAIL FUe� cars mot ITSCWELr C:E Flrg )-- TO LUUMxINE rers - sec w Eau.L YJ�L �SIIN % �ucT)o+ eox ER PoLEu aNNT °��TE �T 1190fuLR ila *Na srsTE�M stt �nr lugs ro rnurrcrw - Famru�anr�iw I s sa mA —y II m rrm�uD � TYPICAL LIGHTING UNDERGROUND SYSTEM Y If 4Zi + r CT Al- PLAN M_ VIEW SIZE AS REOUIRED 0.188 WALL BRACKET 8 Y ALUM ALLOY 6063 -T6 74-1/2' N.P.SIPFITTER 5 1/2- BNC LOCKBOLT OR18 -8 F 5, FLUSH .DINT 1' -4-1/2- OD. H 25- 30' SL 10 " -3 23 -3' T 0.IB8 0.188 0.219 0219 TAPERED ALUM.POLE BIBB WALL ALLOY 6063 -T6 SATIN GROUND FINISH 25' -0- MI 151 HANDOLE 4'x6' OPENING W /COVER AND S.S. SCREWS e' 00. BASE FLANGE ALLOY 356 -T6 WITH `- GROUND LUG BOLT COVERS 8 S.S. SCREWS 50. IF TO 12- DI& BOLT CIRCLE 4 r-I /2- OF BOLT ABOVE 4- CONCRETE PAD D GRADE (4) 1- BNC GALV. STEEL ANCHOR BOLTS WITH NUTS AND WA SHERS 4 DAVIT POLE DETAIL PANEL SCHEDULE N0. M LOCATION: _JALROT ROADSQ1LTH____ _- .,_.J20L249— __VOLTS _ -_... ,I...____ PHASE _._ 3 -__- -WIRE SERVING: STRAIGHTS 100 AMP WITH MAIN RRFAKFR- CKT N0. LOAD DESCRIPTION KVA TRIP AMPS �-�' AMPS 100 _ -Z 1- TA — - — gyp_ -1-- 1_ jD _�h �h__ 1 I _ 20 KVA LOAD DESCRIPTION NO. I 5 99 13 17 MAIN 3,121 _10— _aI2EEIIIGHTS - - -- 2 6 IO 14 18 70NAL ENOs� DEPARTMENT OF PUBLIC N r EXPIRES 16 JULY 1995 — --- - -- - -- - -- SPARE PARK PLA' SPACE ONLY —_ qP F ONLY .SPACE_ONL]L — ____ -- SPACE—_�S1_ 1 .-RECEPTACLE_--- __-- _ —__ -- NIRf)L.. Sl CONNECTED LOAD:._S.Q____.— KVA- __25Q__. AMPS DEMAND LOAD: IOC% KVA -_ -. AMPS 1560 -E2 I$ -I I I I I Ak l I I I = I I I A I j I i I A I ! I I STREET LIGHT STANDARD DECAL r��ppHER� tiJ P�aY wASy /N ° "rip /or NUMBERING SYSTEM 01 31353 Q- R�fSTERF'V S1F'� CITY OF RENTED 70NAL ENOs� DEPARTMENT OF PUBLIC N „ EXPIRES 16 JULY 1995 SUMMIT PARK PLA' 1560 -E2 I$ -I I I I I Ak l I I I = I I I A I j I i I A I ! I I