No preview available
HomeMy WebLinkAboutLUA78-196 - large format gE Sar | 1%, TAIN ait Dl LOS ra l bess me north elevation 71210 Re VaNt i sat ae | | a i | Ss eehal ue PS . AAA e377 FH O T I N I A — ba b e l La : | £35 + + + oe ras bea oc 4s Pl lI NS 1, Asli ft lI pti ix et | wT | Yu x west elevation 1 210 x : J) v 5 ~ 00 v - SarliNgion | Sulstauion @ PUGET POWER scale b7 WW TEL | _ revisions date © QUNE 72 |Z, 4 ae BER | YOGA O\lT@lO designed drawn -¢v checked sen) of Spr a oO cs @ Q architectural sers~ O 3 RE F E R TO DR A W I N G D- 3 5 0 6 FO R CO N T I N U A T I O N OF ST A T I O N AS S E M B L Y + ©) E (I S - I 5 Y KV TR A N S F O R M E R PO W E R _ PLAN 40) (7) @5)| PU G E T BE F E R TO DR A W I N G D- 3 S 5 0 6 FO R CO N T I N U A T I O N OF . ST A T I O N AS S E M B L Y 17 4 6 " ST R U C T U R E ae fess) . BE THE WORK SH —WORK i ma e nS ee oe || ea > ae Sa ELEVATION B-B he ELEVATION C- WER SID. PRACTICE 372.8531 68.5341 3772.8514 __ 37728538 CAPA 3772.8343 REGU REFERENCE _DRAV O-1685-300 ELECTRICAL D-3506 ELECTRI D- 3500 COMPLE D-2717 PRE- Fin dite Gr ee a eae | i ae s Ay e BAY 17 I This DRAWING SHALL Lis qT HE FOLLOWING NOLE GROUNDING JSE STAND, 15 KV, INSTALL VACUUM SWITCH TRAL & GROUND, POWER TRANSFORMERS & NEUTRAL ER-TO-COPPER, TYPICAL ' MINIMUM CLEARANCES BETWEEN | LIVE PARTS VOLTAGE |LIVE PARTS! TO GROUND 115,000 5'=0" 42" 66,000 40" 26" 55,000 36" 20" (2,500 18" (on 4,160. gn 7 Van ea eae her = | = N/O 1 ATION OVERHEAD CAPACITOR FEEDER JSE STAND, ISKV, INSTALLATION OVERHEAD CAPACITOR FEEDER. 2AW- EDISON | ‘OIL SWITCH R BANK INSTALLATION, 4800KVAR TING NEUTRAL ‘(TENTATIVE ) STRUCTURE, ELECTRICAL EQUIPMENT INSTALLATION W/O REGULATOR , ‘ a BILL OF MATERIALS ASSEMBLY, II5 KV SIDE ST OF REFERENCE DRAWINGS PANELS FOR PRE-ASSEMBLED FEEDER STRUCTURE, I2 5KV FEEDER gic KV AVYE , 3 PHASE OUTDOOR t ELECTRICAL ASSEMBLY ; I2.5KV UNDERGROUND FEEDERS - BANK #1 EARLINGTON SUBSTATION GENERAL ENGINEERING DEPARTMENT REY. NO. DESCRIPTION | BELLEVUE WASHINGTON SCALE: | /4!' = |! — PUGET POWEF? O'' | DESIGNED] DRAWN |CHECKED|APPROVED| DRAWING NO. EV. DATE! 4-21-78 [Gay R:0212935 : Ze 972f D- 2800- 300 TABLE OF REVIS KING DATE | APPRD. COUNTY ~ SEQ. NO. . gs i a Ya M 0 d “= = 13 9 d imicroritm | sHeer / OF / KE HERCULENE® DRAFTING Film G3 - Os \\ cocw We) \\, te | \\ qo y y \ Q2 (116) iS ps} = a. B FOR PRE-FAB BUS DETAILS AND MATERIALS - om Bs = ame (ae ; 1 REFER TO DRAWING D-2599 Gee Aa as ) c One di it (5eXleXieaXt70 I (les femeese) feemn| 7) qi) al i h | jh eX fx aay | 14 —(li6) | +—(i6) _ L- O3 LET DED S| | ’ +) _— 2 : (18) cai (0! q sis os aaa ) ey 1 71 Oven | ip CoOce (ie) HP , & e G2 i] pa ee: “ n See Gacy ike) Fm t = —e = ELEVATION | Geb OR O CI O S ) oe > be © rae ai lo AS S E M B L Y SE E OR A W I N G D- 2 8 8 2 - 3 0 0 Sg FO R CO N T I N U A T I O N OF EL E C T R I C A L 2 g THE WORK. SHOWN ON: Tato eR AWING SHALL BE IN ACCORDANCE WITH THE FOLLOWING : | PLAN 2 u PUGET P@WER STANDARDS a 3772 «8133 ARRESTER, SURGE, INSTALLATION, STATION CLASS 3668 .5343 MOTOR OPERATOR GROUNDING 3668 .5341 SWITCH HANDLE GROUNDING ’ $772.47925 SWITCH AND FUSE STAND 11SKV INSTALLATION 3224 .8323 CONNECTIONS BUS, AL TO AL OR AL TO COP INSTALLATION 3224 .8315 BANDING RADIO INTERFERENCE ELIMINATION. SUBSTATION BUS SUPPORTS INSTALLATION 2142.1216 CONNECTION. COP TO COP. TYPICAL Sich ag Galles ey naTeReLS 3115.0313 SIGN. SUBSTATION ASSEMBLY , FOR Tee ees fa Deemed 2599 3442 .2085 POTENTIAL DEVICE INSTALLATION ON A 35 FOOT DEAD END TOWER (ADVANCE COPY) ee a e : | Mf 7 a | E ¥ a L REFERENCE DRAWINGS D-3588 COMPLETE LIST OF REFERENCE DRAWINGS ENS 0-2808-300 ELECTRICAL ASSEMBLY. 12.5 KV UG FEEDERS.BK #1 0-1686-300 BILL OF MATERIAL. ELECTRICAL ASSEMBLY. 115KV SIDE Re Lei ~~ 2 = }t alll ae - = i ] eee eee Aj --+ 1 r eee Ce I J ] i | | E a | (33 | = Ist 0° | 2046' Ae 20'0' Go" yy AL 4) $y : fem 7) i 2 ee Ny z aA 3 = ae z ee Nag Ww 2 x a = Y w Z win 7] ~ w z ae ae i é P) Vv : . + a as COUNTY 2 3 Eee LION A@-R ¥ “ # KING PLECTRICHL: ASSEMBLY [ilewy sia a = ATE i a : a FARLINGTON SUBSTATION ELECT jem Hejl Sea. NO. : <i DRAWING NO. SHT es PUGET POWER 1 FILE NO. at INST/CONT| ENGINEERING & CONSTRUCTION DEPT. Db ea5u6 f BELLEVUE WASHINGTON DESIGNER REVISION DESCRIPTION BY JOB NO. OATE REV. NO. PUGET -—;— P®WER LOT: PUGET le Vg 6-5. Weyer as \'- 85/4" I'-8 9/4" '-8°/4" oe 9%" I'-8 5/4" '-8 7/4" I'-8 9/4" 9°/s" i S10) = ys a 2 (1D : i ce oe > as ae oa oy ° © me t ‘nT es S Se ee at “al ‘of ey eee a a er “af a" I'-8°/4" : I'-8°/4 : [+8 %4" We. 9°/e I'-8°/4" “ '-8°74" ; 87/4" 9°/e" PANEL TYPE (A) PANEL TYPE 6'-8" . 7 ale ‘ ae 2'-0" 2'-0" m0" 4" ee rare : re | -g" ‘ (ee : 3" i rc ml re : 5 z rm ut = . ag . ! 2 2: p : 3 oO n i e 2 2 hg @ a m ee coe =e +} — 3 2 : Yk le oe . = 4! ol. 0" ay o'- Oo! 2'- 0" 4" 36) Ve" De 8" : re int ait PANEL TYPE (C) — PRE-FINISHED PANEL ELEVATIONS SCALE : |"=|'-0" PANEL TYPE (0) HERCULENE® ng sag cet : huaGe) =) POWER - >= 19 O- , S — ITEM |QTY |UNIT DESCRIPTION Be Cone REMARKS A 2 EA | ALUMINUM COVERED PLYWOOD PANELS B 2 EA | ALUMINUM COVERED PLYWOOD PANELS C 2 EA | ALUMINUM COVERED PLYWOOD PANELS D 2 EA | ALUMINUM COVERED PLYWOOD PANELS | 66 | EA | %e"x 1/2" ALUMINUM CARRIAGE BOLT 2 70 | EA | /e"THICK x |"DIAMETER ALUMINUM WASHER 3 66 EA | ¥s° ALUMINUM NUT 4 192 | FT | ALUMINUM "U" MOLDING 16 — 12 FT LENGTHS 5 AS REQ|AS REQ| CAULKING COMPOUND oO ) CAN TOUCH UP PRIMER & PAINT PER STATION ALUMINUM “U" MOLDING "WEYERHAUSER TYPE PA-IOX" PERIMETER EACH PANEL, MITER CORNERS BUTYL NON-SKINNING CAULKING COMPOUND "WEYERHAUSER PANEL I5" 5/6 PLYWOOD WITH IO MIL ALUMINUM SHEETS EACH SE ——— | ¥g" DIAMETER ALUMINUM CARRIAGE BOLTS IN PRE-DRILLED HOLES EN C RE N N I E NT N SN S A '7g"x "DIA ALUMINUM WASHER STEEL FEEDER STRUCTURE 37g" ALUMINUM NUT PROVIDE EXTRA ALUMINUM WASHER WHERE HOLES THRU STEEL ARE LARGER THAN “i6" DIAMETER, 2 REQUIRED EACH PANEL TYPE TYPICAL PANEL CONNECTION DETAIL SCALE: FULL SIZE ERECTION DIAGRAM 13 9 N d Y3 a M O d NO SCALE PRE-FINISHED PANELS FOR PRE-ASSEMBLED FEEDER STRUCTURE : i2.5KV FEEDER GENERAL ENGINEERING DEPARTMENT BELLEVUE WASHINGTON PP OGE . T POWEF? SCALE: AS NOTED DESIGNED) DRAWN | CHECKED APPROVED DRAWING NO. wr DATE 3-10. 16 | JCW | JMMc| ANJ | JuM | aye (| |CHG'D DIMENSIONS| TA. [6-30-7747 Won: | WzaD-cl lr REY. NO. DESCRIPTION REV.BY | DATE — | APPRD. COUNTY SEQ. NO. FILE NO. | TABLE OF REVISIONS IMIGROFILM. | SHEET 1 OF | TELE. PHOWE Ce UMPERGPaoUTNe TELE. ARLE ! os ; oo ine _ eee —— _ +-—_o-— T TF a - a [ om a a ye = i ae \ paw se ABME BPOUND AULULIER? | — a / OnE MH TELE. WIRE se 4 eat — HIRE HYPEANT ? > eee oo Oe ee YT 0 ANH, 2 a ie oF fae” | Eo | ) Sans athe MOUN | WEEP? KILL ANI? GLEALL Ok. 1! CONTOURS EHO PROPER K | | LINE “OO CAV? Bees y }, Or Sere hme PHOTIMIA te a | GALLON THF FOR 260 5 ie LOMA EL AE y GENERAL NOTES IO-IZ! THR FOL ) ; 1, Landscape contractor shall furnish all labor and material necessary to fully complete the project in accordance with DEOCSMR CEVAR : plans and specifications. a ars PR 2S 2. Contractor shall guarantee to repair, replace and correct 2 defects in workmanship and materials which occur or become evident within one year of job acceptance, a iy < | | 3. All work under this contract shall be as indicated EXCEPT iT : E. ee | | inside of station, gravel driveway and cyclone fence. c a : | eae ‘ ae FROIN Se ' Ve a oe | 4, Grade site as indicated and as specified in Division 02. sie i ~ A - Al J SER > CALA TES | = 5, Spread topsoil over all new planting areas and as specified : : ay eS (Ox AER) | og in Division 03. : : . NX ye 7. Planting ef trees and shrubs shall be as indicated on draw- SKE WORK AREA — Sig iy 4 cA | ings as specified in Division 05. BYP WET: FENCE |, Se a AK ia 8. Bark mulch shall be furnished and applied in all new planting 5) : | “Mena - WATER I AL v4 » areas on drawings and as specified in Division 06. v re Z . bl | 9, Weed kill and clean-areas where indicated on drawings and as I 3 bi Lad OK ——— id | specified in Diviston 07. oie po x “WER LINBO ° | \ V is . 1 | J | | 0 PRIDE BROZION CONTROL 4@ INICATEP CH a : Bi | a aN PERVWVINIG ANI? bee ARUP IED IN AVIZION OB, 4 ope: MULCH DOT sf x ‘ | +) a AL ew Ae | | m ae + 2 SEEN? BOVE OF |. a Ha oat AETEMTION Oheib Fer. | EROZION COMPO aoe ‘ 6a oe Ren Ga ae Papa Zope pies ‘ a > At }| Fi f * \ 4 mam sae * ral 3 wt i # a ~ a y te a ~ by WA iy 4 be faa KH BD * an ae PA ye \ i 9 vi th = +) WY he | 1 ve y * 4 eee ~.f is j A NY} TG nei 5 + y t x “S x Ny | ¥ t Es SO ee ef OI ts Ne | ge -~4— - i | a | u is ia: y ae 4 [la ! ry IN ?// ZARLING TON ~ : DIPATES Bee | aN e. | ae = & AQ x ‘ earlingrwon D Bet eee Substation lancdscape| @® HMB BOTANICAL HAME LAAMOK! A ROOM Ze \ZAJFER | PeAKs g "oO LEVELS DEOCrPAES DEOCSR. CEI Bet Ce See = a MIT PLANT Ps =e = , pee Sa f oe CS 1 es Af z aot | oy — Bil | ZA’- ad fi ut ae E CORMIUVE NUTTALL | LAIN ee a ie ee e., scale _|"= 7.0’ revisions GEStoull S| All| PLATAHIUS ACER FOLIA LON Fee (ie IOa(2" ie 2 ee ‘ : date AMAT 7S | |WH 736 MASEL ey dp) oh. ay ee SO OG me iO. € Jog OT GIO JOHIS Becher AALS T jel | ba Ao Fa | FRASER ee irio 200 | BALLOH Oe PACTINUA FRAG! designed 7016 Kee eC) \|| drawn + \ checked ties) § architectural sers DESCRIPTION 135° DEAD END TOWER 30008 TENSION PER CONDUCTOR 115KV POT DEVICE MOUNTING ON 30008 PER PHASE DE TOWER W/O SPRT ANGLES 115KV SWITCH STAND. TYPE 8-8 9-@ PHASE SPACING 115KV BUS SUPPORT TYPE 9-6, 9°-@ PHASE SPACING 115KV BUS SUPPORT TYPE 15°*-6,. 9*-@ PHASE SPACING 115KV SWITCH & FUSE STAND TYPE 8-@ 115KV SURGE ARRESTER STAND TYPE 8-@ 12.5KV REGULATOR STRUCTURE MTG DETAILS FOR S&C 15KV 1200 A LOAD BREAK SW ON REGULATOR STAND 15KV SWITCH & FUSE STAND CONTROL CABINET 12.5KV PRE-ASSEMBLED FEEDER STRUCTURE. PRE-FINISHED PANELS FOR PRE-ASSEMBLED FEEDER STRUCTURE 12.5KV CABLE TERMINATION SUPPORT 2° O CHASE SPACING oe E SEE STD =| TYPE, #56 SZ MwA oN IN ae D-3041 ; = Cees cs. : loo D-3328 figs aS: 2 TYPE 8-@ B a. . : | : 2s NOTES ; des ALL STRUCTURES ARE IDENTIFIED BY DRAWING NUMBER. 2. REFER TO STRUCTURE ORAWING FOR ASSEMBLY AND ERECTION Nee aN. STRUCTURES USING A325 BOLTS SHALL HAVE A HARDENED WASHER es ee UNDER EACH NUT. STRUCTURES SHALL BE GROUTED PER PUGET POWER STANDARD SPEC 3il4. 0341. GROUT SHS TORT EIGN: STRUCTURAL . CAPACITOR BANK FENCE SHALL BE INSTALLED PER PI STANDARD SPEC 3113. O217, FENCE. CHAIN LINK. FO BANK AREA. NE oe REFERENCE DRAWINGS BA S E L I D-3588 COMPLETE LIST OF REFERENCE DRAWINGS D-3582 FOUNDATION PLAN * 12 . 5 K V RE G U L A T O R DE A D EN O TO W E R &C O N T R O L CA B I N E T 11 S K V SW I T C H AN D FU S E 11 S 5 K V SU R G E AR R E S T E R ~ 12 . 5 K V PR E - A S S E M B L E D 11 S K V BU S SU P P O R T ST R U C T U R E L1 s k V COUNTY KING STRUCTURAL PLAN. DATE | sro 7P FARLINGTON SUBSTATION SEQ. NO. | PURE oOPOMER CO Ce ENGINEERING & CONSTRUCTION DEPT. BS saa BELLEVUE WASHINGTON REVISION DESCRIPTION : BY JOB NO. DATE REV. NO. ORIGINAL ISSUE SCOTT 07129035 6/2-7F oO PU G E T il PO W E R PUGET ad POWER ELULe LiNe| owe wo |. OO DESCRIPTION USE REQ'D 35° DE TOWER FOUNDATION >< > % x x x x x * * x * * * * * x x x * * x * x * ee ¢ | 3000 LBS TENSION PER CONDUCTOR 2 |O0-2186 | 2 |115KV SWITCH STAND FOUNDATION 115KV BUS SUPPORT FOUNDATION : pee * | UNDER 12-8" HIGH : e 115KV BUS SECTION SWITCH J [Peel || | stano Founoation | 115KV SWITCH AND FUSE STAND Be eRe) 2) edewies TiN DRIVEWAY | 6 | D-3046 1 | 115KV SURGE ARRESTER FOUNDATION 7 |0-2406] 1 | TRANSFORMER FOUNDATION - 8 | 0-2471 1 | REGULATOR STRUCTURE FOUNDATION 15KV SWITCH AND FUSE STAND Z Se | einai on ei ° : CAPACITOR RACK FOUNDATION ; ~3555 ; “ SAND BERM (REF ONLY) oe a ae @ | asgeKvar MAXIMUM # 3 12.5KV PRE-ASSEMBLED FEEDER ra ie 0-3542 A Wh) Peete | ee RUCTUuRE. FOonman ION , Fc a ae are ae i ! oe 20 | 12 |0-2968 | 1 | CONTROL CABINET FOUNDATION D-3846 | p-2498 | ee aa oe ee er ee | Ses a 1 1 ! fe 2S ‘ al 1 see | : eee | Be 4 Pe ee ae 7 . ia Po ee ee e. Sasa 7 Pa! 2 ! a : ! es ! | ¥ ; ; [oe eee Ee eer 1 } : 1 1 1 if 1 I 1 ! 1 i i 4 1 { 1 I ; Ht h----------- 4-~--------- 4 \ I i of i & ; } 1 ! \ ! ai ck ea eS ae ae eee 1A es ee + a Cg ee ! | ames area 7 3| | | ! me i. ie cmene oe 900. sa | | | i oe oa | : ! | | . j ° ° i oo. | 587 ¢ T 1 1 Gewese si 1 iy : ‘ , : ol be : a ee ; ! ot | : ° o : . : ! D-2968 a ! | i) tee cee | | D-2186 4 D-2699 0-2185 te 3 | ~ Pe | 0 | x TOP EL=25.00—4 a ! a : | i q (e : °° 281 g 2 a a oe 115KV BUS SECTION 2:34 =) eee © c Ca 28 ag as SWITCH : ps Uo = | =) yd 8 TOP, EL=25.00 tm a - oe 0-356! 2 g 15KV SWITCH & FUSH STAND et os ] ; 5 2 & CAPACITOR RACK b ° “ is) it) it) x ee x LO) toa LO) ae elo “ Bw Bo! ee = } 4.00" © olo °° ° (23 (a) a= F 3 ° ° ° el © a D-2406 | ae x : | | | , ae oat rs ¢ ' ae ¢ 3 a N @@ 32° 57" W - . © + N-S STA BASELINE ° °° ° = q o 8 ° °o.U°8 ° N Fie + t D-2186 D-2699 D-2185 D-3488 3 : : ee x : | 0-2471 : : D-3046 4 a i ; oe : ‘ a0 ; | 3 : ‘ ; os : ee 8 ‘: “2 aie : ae -. D-3542 y ‘S " es Q a + = | a ie NOTES: us a a TOP OF ALL FOUNDATIONS SHALL BE AT ELEVATION 24.83, td = ud = EXCEPT AS NOTED (3 PLACES). <= (ea) Ge te (a0) a & = DRIVEWAY . wo oe _ Ee (235) oe, (oe ws (acs oO ww Q. Ge {aes (as) a3 Pz O- ae oO Ke lw Ams =) Bos t) (3) ws Cy re] (ah: Og sama) (a (jee ke (ao) lil o- an reer Ww (Le (aed bE [eh [roe lu a= os RS ss Oo oO wm O wo isa) wo ea) o a oe me = = < < x e 5\— ra REPERENCE DRAWINGS : ea) uw ite) v9) ig) (ae aa nea) lu - “ = ~ = ac ud] tl 0-352 COMPLETE LIST OF REFERENCE ORAWINGS ee ~—_—__+ x —— x x » | ----_9€ * x % % x x x +— x —__$€ x D-3581 SITE PLAN ) BO" _ tee? 2 15 88 ' als: ee a a ee 2AS 80 26.08" at 16.26 ' glee og 286 ; (2 (H ( : : : a 158.00 : (ea o. : . wi ae as i : ee a as (3 : . : cS / a is re COUNTY S Ue : NO oe er eo" hace | UP JERCE PUNE TON. (Pa fF -W STA BASELINE Se are elie - ) ee eee oT Va eile oe yh re re TS FARLINGION SUBSTATION ELECT SEQ. NO. ae " ae: eg oe a ges Te 2 ae ae co “ ORAWING NO. |8HT Sa CIV/BTR OE bm ere GPUbE IT POWER °" oe Gi INST/CONT ENGINEERING & CONSTRUCTION DEPT. U=-3oU2 OF = DEPS oe es erase at ti re DESIONER fe REVISION DESCRIPTION eal JOB NO. DATE REV. NO. NRAF TING (pe CHNG CAP RK FDN OA, USP O212935 4 5-31-78 | oem PUOET ce POWER 2/ 1 -O b I - d S ~~ ae