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HomeMy WebLinkAboutTRO4102158.2T LOAD CENTER TEST SWITCH R UTILITY PLUG VENT STREET LIGHTING CONTACTORS MIIV MIN. FRONT VIEW PLAN VIEW SIDE VIEW CONTACTOR CABINET CABINET EQUIPMENT 1. PIN TUMBLER -TYPE STAINLESS STEEL BEST CORE LOCK IOR EOUALI 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 B. EXTERIOR - GRAY -ETCH GALVANIZED SURFACE BEFORE PAINTING 7. BOTTOM OPEN- 2" MOUNTING FLANGE ITURNED 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-GA L V ANl Z E D ANCHOR BOLTS— G.L. G.L. CONDUIT ENTR. AREA- v i -SIZE TO FIT CABINET �jJZE TO FIT CABINQ PLAN VIEW FRONT VIEW SIDE VEW CABINET FOUNDATION TERMNML BLOM — STREET LIGHT CONTACTOR CABINET AND FOUNDATION uB A NAM BLEAKER M/N1 2 POLE 24e VOLT BRANCH BREAKERS 12111/240 VOLT 15 POLE II C II UTILITY PLUG GFll 1 STREET LIGNfTRG CONTACTORS CRCLAT WIRES TO LIGHTING RLNS j PHDTO•CELL TO GROUND MOLNTED ON Roo NEAREST LIIMMNARE MIMING COLOR CODE A MITE „YICKET REUTRALI B BLACK JACKET ENE) C. GREEN JACKET IGROLNDL 0 RED JACKET LOAD E GREEN OR BLAME WIRE GROUND) 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 QUALITY. EXCEPT AS NOTED. THE CONTRACTOR SHALL SUBMIT A REOUEST TO THE CITY OF RENTON FOR MATERIAL APPROVAL AT THE EARLEST POSSIBLE DATE. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMENCING 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 ENGINFER. AS BUILT DRAWINGS WILI 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. Nr Mil — I4' A LTG MAN 3 LTG, LTa 14 1 4 LTG. COI! 0 TEST 'I1 SWITCH RELEPT. LIGFRMG COkTACTORS AS REDO - SERVILE FEEDERS 2" MALE FEMALE BUSHINGS PE CELL TERM, STRIP MRA EWAY REMOVABLE COVER TYPE III SERVICE CABINET t� I•- r�- O Fr T�I r r I►— -- vARV1BLE t— r,i1 FRalT VIEW SIDE VIEW TYPICAL LIGHT BASE ANDJUNCTION BOX CONCRETE PAD FRONT YEW SIDE VIEW TYPICAL JUNCTION BOX 'B" CONCRETE PAD 4. o. FRONT VIEW SIDE VIEW TYPICAL JUNCTION BOX "C" CONCRETE PAD O Oo O_.6o op V. o D A ° Ao vn eo 14 ppv °v 1 O p vD° O D ep 3 dO e e Opo o ° De 'D 0 STREET LIGHT POLE itACT1OR BOx PLAN VIEW EEP SIDE VIEW LIGHTING STANDARD 8 JUNCTION BOX po Oo O °Dapo D e D o NOTE:CLASS V CONCRETE v TO IRE USED N CCWTRIXTIDN OF PAD .. D.° O O � D °v vD 1 r PLAN VIEW INDIVIDUAL JUNCTION BOX CONCRETE PAD DETAIL JUNCTION BOX DMENSION TABLE ITEM 13OX TYPE TYPE 1 TYPE 2 ALTIONT11 A ALTEINTE A Box Outside Wqh 22 22 33 B Box Outside Width T7 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 Depth 12 12 12 H Lid do FrOnle th 5 16 5 16 5 16 J A Thickness htn 1 1 2 1 1 2 1 1 2 K Wire Reinforcement W-3 I W-2.5 W-2.5 L Legend See Detoil See Detoi See Deta1 * * 0 ITEM MATERIALS Box 6000 PSI concrete See Notes Frame DialTond Plote Steel - A786 Lid Sqwt tTNn Thick Sled G L or T. - A36 Lid ganond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinfacumt I ASTM A-82 Steel *GALVANIZED STEEL PLAN V W L 4 x eis ELEVAT!O! VIEW ,..,, W1r o" TM. 6' GRAv4L PAD LL LEGEND DETAIL (Mak L) COMPACTED SIGNALS it — LIGHTING 4i TYPICAL ,ANNOTgN BOX INSTALLATION DETAILS TS-LT TELEMETRY TRAFFIC SPAk SYSTEM LEGEND LT � TYPE T BOX -Form Letters with 1/8" Weld v TYPE T BOX Bend Grind off DKrnond ILIY.n I LF}y�.-I _Lr�/s nay Pattern before forrniN letters. H" DETAIL P31W SYMBOLS ELUTION SY5TEM LEGEND (z w+. °' U4 NOTES: All dimensions ore minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diarnond Pattern for Type 1 or Type 2 Boxes shall be 28% minimLun of overaill 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. JUNCTION BOX DETAILS — R/W LINE 05 --TYP. CONC. PAD SIDIWALK CUR3 u �-- ~ — — — Rl)ADWAv CURB - - - SIDE:WALK _— .... R/W LINE y-7:- IB MIN CLEARANCE FROM DRIVEWAY ALTERNATE PLAN VIEW -..AIR %///////�A ."'r�i NGu+rr.G HETIirt 15 FEET JD® 2' NPS. SLIPFITTER I 2' BY 3/4' REDUCING WASIfR -3/4' ROEX CONNECTOR T WITH LQlCIIIT SR.GLE OR M N E MAST 3/4 ARM AS REOLI:ED -FOR DOJBLE MAST ARK M6TALL 211110 CABLE 13ETYEEN LU'1MAIRES WHEN BOTH LUMINA6iES ARE ON SAME CIRCLIT MAST ARM WIRING DETAIL FUSE KITS OU)CK DISCONNECT M MF IN LUE FUSE KITS - SEC OR EQUAL -----� TYPICAL DESIGN 'W JLINCTION BOX . SPLICE KITS GF40UND LUG CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS _. 's 2' MIN. GROUT CRETE UNDER POLE BASE - _ =I)11 =►nl_ +B BARE COPPER GROUND WIRE -- 1 TO LUM1NAIRE 1/4- MINIMUM O AN HOLE - OF CONCRETE [TOP 13ELEA L W TO Ef LEVEL WITH /TOP U; SIDEWALK OR CURB =111='III 11= IIII- IIII — GROUND CLAMP 4 2-WIZED AS REDDo PVC CONDUIT LGHTING SYSTEM SYSTEM WIRES TO CONTACTOR ---- CONCRETE FOUNDATION 3 SQ O2 OIA +I COPPER -CLAD GROLrD ROD J TYPICAL LIGHTING UNDERGROUND SYSTEM M4TALL DECAL NLPWRS VERTICALLY R6TAIL IN Orr WEATN£R SOT OR ABOVE N.16ERlG EXAMPLES 1 2 5 4 8 LETTER LETTER SUFFIXED PREFIXED CITY PUDET POKER OWNED OWNED + KLECTORIZED GOTHC GOLD z 2 ;_3' �• OR MITE LEGEND ON BLACK TWIrim BACKGRaID FLOW STREET LIGHT STANDARD DECAL NUMBERING SYSTEM JD-21 ENGINEERS 1840 - 190th AVENUE N.E. SUITE 15 (206) 885-2195 BELLEVUE, WASHINGTON 98005 FAX: (208) 885-9797 COPYRIGHT © J. DELVIN ARMSTRONG 1994 NO. SIZE AS REQUIRE D 0.166 WALL BRACKET B ALUM. ALLOY 6063-T6 -- 4-1/2' 0.0. -- 2- N.P.5, SLIPFITTER 5--9' RADIUS 1/2" BNC LOCKBOLT GR. 18-8 S.S. ------------�� FLUSH JOINT - - ---- I -2 4-1/2" O.D. — - -- - ----_� TAPERED ALUM, POLE 0.1BB WALL ALLOY 5063-T6 SATIN GROUND FINISH ---- 151 HANDHOLE. 4'x6- OPENING W/COVER AND S.S. SCREWS --- - Z• H 25't 35 40' SL 18'-3- 28'-3- 33'-3- T 0.188 0.219 0.219 18'-3" (SL) SHAFT BASE FLANGE ALLOY 356-T6 WITHGROUND LUG BOLT COVERS a S.S. SCREWS - 1-6' i�11-1/4- SO. 11' TO 12' DIA. BOLT CIRCLE --- -- - - - 4 1/2' OF BOLT ABOVE 4- CONCRETE PAD --- — - FINISHED GRADE 14) 1- BNC GALV. STEEL ANCHOR BOLTS WITH 4 NUTS AND WASHERS - 4 DAVIT POLE DETAIL 25 -0' CHI PANEL SCHEDULE NO. _._ _ LOCATION: ___IALROL80AD__SOUTH SERVING: STREET LIGHT.S__— _ 120l240_ VOLTS _l.___. PHASE__..WIRE — 1Q.0_.._-..-_ ------ --AMP WITH MAIN_--._ BREAKER CKT NO. LOAD DESCRIPTION KVA TRIP TRIP AMPS �-}' AMPS ___ _ ..}}.. .I.- . __ _ _ _ .. 24_ _� �_.-.... KVA LOAD DESCRIPTION NOT 5 9 13 17 llG1iT� _ __.._� _... _. 2 6 10 14 18 SPARE- SPAS __ SPARE_-..�.-.a-. _ SPA N Y SPACE ONLY .SPACE__ONLY _.__.... .SPACE _ —SPACE_JONLY _ __._ I __ _ RECEPTACLE_-------- , - 1 Q_. ._CIII�ITRIIL... �. REMARKS: CONNECTED LOAD: _ 5.0 KVA ___ _ 25.Q_____ AMPS DEMAND LOAD:._ ...__ _lOOY1... - KVA __—_ ._-_- r AMPS RE VISION EXPIRES 16 JULY 1995 BY I APPR CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SUMMIT PARK PLAT ELECTRICAL DETAILS DESIGNED: C.BF. DATE: 24 AUGUST 94 FILE NAME: DRAWN: C.B.F. CHECKED: C.BF. SCALE: NONE FELD BOOK: PACE: DATE APPROVED SHEET: E 2 OF: dRECTOR OF PlSL1c WOWS _... 1560-E2