I~.------------------------------REC CONSTRUCTION K-I STANDARD ( REVISED - 1987 I 1[----t~:- -- i o C") I I I I I I .•. _----I I , . -125¢l-_-+",,---,-' 130 Tgi I I ::0 ----~'"t'·-4----·--,3-0-----31 , -, I I I I I I I I I I I I I I r--- - - I ·1----.--- - - - - - -, - - - - - - - - -I- I o \C) '<:t 0 C") -t--t-. o C") I I I I I I . I I I I o L- - - - - - --------- -t--~M,S. ROD 6¢ I I I I I I I I i -----l I I II __________1 .J o C") NOTES:I. THE CONCRETE MIX SHALL BE OF M-15 GRADE. 2. EQUIVALENT SIZE OF STONE PAD CAN BE USED A AS BASE PLATE WHEREVER AVAILABLE ECONOMICALLY. 3. BASE PLATE IS NOT NECESSARY LOCATIONS. 4. REF ALTERNATIVE K-4 AS REINFORCEMENT. FOR CONCRETED ALL DIMENSIONS ARE IN rnrn. r------------------I USING 4mm: DIA H.T.S WIRES R.C.C BASEl ANCHOR PLATE (USING M.S. ROD REINFORCEMENT) SCALE:-N.T.S SEPT. -1972/R-I087 _------_ ...... _ __ .._-_ .. -., _-- _._------ . l..12£t._~1t1 1~ISUl.A!QE F-8P..l.CKn "----:--'--P.C. CLA.lAP~" -=::::;:-- £ ~. v-x »« ~RIA !l =:tr::=",,~,..,:::t:=:>--- 11 STlWCHT AAIJ STAV t-~~1 C~M~.~P __ ~ STAY ~.llirL< I ['.Tt J.~'~":".' " 'e . LTDS ~ ~ omGP! BO),RD ClAi.IP ¥ ~ _1- ~ r . "I!> \ U F\,.\ llU~ L 40mrn ~[Dl' \'i1 ".,' TAIlU A ~ G.!. PIPE I·WITS: 1. AU DIIJ[NSICtl AR[ IN M'I. Z. ALL IJS sscnoa SHAll BE PAUHIO Of REO OXIOE PRII.I[R; 3. 1I1!S DP.A'f!IllG INDICA ITS OII.<[NSlOlI EOUIPIoIENTS '" mE DnAIIING IS TO 4. PIPE [ARTIliNC SIIAU er R[PLACED ROCKY SOIL (AS PER REC sp(OnCA WITH T\\Q COATS & CLU.,RAliC( Of VARIOIJS SE usco FOO THIS PURPOse tillY. OV COIL EARTHHlG r()'l HA.qO AnD no« J - I) .J ,:: ":1 AB S...JITCH 1 1- I AB SWITCH I' BILL OF MATERIAL:9.0 M, ~OO KG PCC POLE MS CHANNlL 100x50x6. 3150 LONG 33KV DISC INSULATORS STRING GUY SET 65x65x6 50x50x6 o o If) (\J NUTS. BOLTS. ,', ! 2 NOS. ETC. If) (\J AS REOD. 33KV AB SWr;CH CABLE TERMINATION KIT 1 SET 2 NOS. CABLE CLAMPS AS REOD. IAs EARTHING MAT:::RIAL o o i POLE. CLAMPS. NOS. NOS. SETS NOS. 3 NOS. 2 NOS. L NOS. BELT BRACING BASE PLATE G.I.PIPE OF SUITABLE SIZE J r : - L 2 3 6 REOD. ~ 2. CABLE SCREEN i. II I' ~ OPERATING HANDLE PER REC CONSTRUCTION ~ :,1 1L I ·, • I i! I ~ 33KV Ed , SIDE VIEW f3 3lE I i I j' I GUY ARRANGEMENT ! , :.i'" ~"," , ': 'I .:.',. I: ";.~. :~' / ~,,.,,.- CABLES , i'I , ! : ;'" i ELEVATION II ;".~,: Ii I ; .j STANDARD J-2 I ! : [ EARTHING ARRANGEMENT 3. DP STRUCTURE SHALL BE EARTHED AS II ; I- ~ I I I II , ~ I TO DE PROVIDED SEPERATELY it 1" i ·; I ~ I I NOE: 1. ALL DIMENSIONS ARE IN MM ~ . I' REC CONSTRUCTION STANDARD A-16 PHASE CONDUCTOR C-I---_IM o 10 A-7 M o o M BILL P.C.C SUPPORT POLE TOP BRACKET V-CROSS o o ARM WIRE WITH PINS SHACKLE INSULATOR U-CLAMP WITH EARTHING NEUTRAL- 6 M II KV PIN INSULATOR CD CUM~EARTH OF MATERIAL 3 BOLT MATERIAL BOLTS. NUTS • CLAMPS BOLTS 16 fi ETC. AS REaD. 4 BASE PLATE o o CD, -/\-: \j -c 10 I. o o o . IF THROUGH BOLT ARRANGEMENT THE SHACKLE lNSULATOR NOT POSSIBLE j SUITABLE FOR FIXING TO THE POLE IS POLE CLAMP MAY BE USED. (I) o o UJ U 2. <D '<t THE EARTH - CUM- NEUTRAL RUN ON LT SHACKLE WIRE SHA LL BE INSULATORS ~ ~ -c UJ ...J U a z ::> s C> G ", C( o o 10 ~~¢o<t,~-~~ q <li-;~;q~( lh\tll~\O\ ~~'itt~-~~lW~~qlOAl(N1C; ~~~ 1\ KV LINES ELEVATION SIDE CONDUCTOR FORMATION AND CLEARANCES OF IIKV 3- PHASE LINE IN 3-PHASE/SINGLE PHASE COMPOSITE SYSTEM (PHASe: -TO- SCALE:- N.T.S NEUTRAL I JULY, 1987 -1 18 2 . SMALL STffL r-- CONSTRUCTION. C-I STANDARD E-:IT HfA{) INSULA TOR PIN 12R NOTES:I. PIN AS SHOWN SUITJ,SLt' ~ !-C!:TAL CRO!.S ARM 2. o on !"OR WOOO WASHlR, CROSS Us( TWO ~OX 50 X5 ••.. ARM INS1"lAD 0" SPRiNO SOUA.~(WASH!RS ONL ON ~ ANO TH!. OTHfR . AT 10TTOM H[XAGO NAL. NUT ---~"1.....-t;:.~~,,;' ALL DIMENSIONS ARE IN mm. TYPE S IO!5 IS!2488CPART -11' I IIKV·INSULAlORS & FITTINGS INSULATOR PIN· . . ~~. ' SCAl.!:- N.T.S . SEPT.-:-I072 I 60 .. REC CONSTRUCTlON A-7 \ ~i: 1---'-",\,. tT ~, I an ,.... STAt . WELDED o ?VXS }---18. It) (II M.S. Fi..AT HOL£S I I· o 9 ALL OIM~1ON5 ARE IN ml'ft -. H~.ct.~ 'tfttrm~ ELEVATION END \J't&I ·IIKV LINES POLE TOP BRACKET SCALE ;- N. T.5 . se:PT. - fQ7I.· HEC CONSTRUCTION STANDARD·· J-2 COl..L.!:R TO II!: " '·rUstoFOR G. L , ,.. ,,, 8 o o f'I ;../ __ L- :: :: :.: •• L: HAMM!:RlH<3 L _ ·i o o N ---..--..--. ~ I __ L- §.j ~'\.r""'·1 1__ - -++-+-=~.::0.::.0_..j.-, I o o 4015 0.1. PIP! 10 N ~ I 8- • 10 10 N ,... HARCOAL AHO SALT LAYfRS OF f OR COKE IN ALltRl-iAT! 300 I i 1 ~ L..... ~ t ~ ~ r\. EARTHING FOR ORDINARY SOIL EARTHING FOR HARD, STIFF OR MEQIUM CLAY WHERE PIPE COULD BE HAMMERED IN 21R 40 X:; M.S.FLAT SPAlHO WASHfR ~ I IIOLT SPRINO WASHER TYPICAL TYPICAL DETAIL Of' DETAIL OF CLAMP . FOR ROO EARTH FOR PIPE EARTH All DIMENSIONS ARE IN mm. NOTES:(. ALTERNATIVELY 20 ¢ G.I.ROD MAY BEUSED INSTEAD Of PIPE. 2. WATER TO BE POURED INTO SUMP TO KEEP rse scn, SURROUNDING THE EARTH PI PE / ROD MOtST. 3. FOR COIL EARTHING REf'ER CONSTRUCT1ON STANDARD. J - I. PIPE/ ROO EARTHING SCALE;- N.T.S 7 ,8 SEPT, -Ign R.EC CONSTRUCTION J-I FROM 5Uf-f'ORT 1200 I -r- ·1 ~ I eoo d STANDARD .' I i -/ ~< N L G 0 0 <"I RUILJ..t:O u.RTH .....-No.e S.W.O.O.I WIRf. CLOSnY WOUHOII~ ~. --, CHAACOAL. OR COKf AHa SALT IN ALTt:RHATt: 8... LAY~ 0'300 :"7 ~~ , !! : (, "I" ... tCl'" . loI-.l~"""" __ - SPIRAL. U,RrH e " ,,!S ~~ r 5.W.O 0.1, WlRf I I . ~ I ~ ALL DIMENSIONS ARf: IN IJIfit. NOTE:, FOR PIPE EARTHING 'R£JI'[R CONSTRUCnoN STANOARDS J·Z. .' I COIL EARTHING t<EC CONSTRUCnON L I r~--1""'''---11125 •. 11125 j .~ ~ C)00-• •• "" - STANDARD M-9 \- i ." £ILL OF MATERIAL •. ~,. ••••••• "II.ICV~IN IHIULATOIU 41 N ••• Mf'OlIT .. -----_ . r i i lIS ICVDIaC ltC'ULATO"S 41 .fTS ••••• CHAN"I!. 1001(501(.-11110 5 ••••• .c eo lli6e. X.a X. I![LT •••••• ""SOl( ISO 1(. I"ACIWI gl 0 ~ 0 0 ., N III ~AItTHI". "AT[ItIAL A'MOO. NUTS, 10LU, ~OL[ CLA"~' [to. A'.It[OO. IAII r ,- ,.. ••••••• ~AT! OUY SIT •• Mo •• "" o o ., i~ L ELEVATION OUY GUY GUY ft •• !! "a, I•••• ALL OI~IO" ~~ %0 • • -w IllY IU. IU. Cfi ~Cfe <Ffur ~ it ~o clrf;r $I' Oil ~l'Otll . 1111 ~ 3Q1I( •••.W (&0- 41 eo- ~ -aqmOf> * 33 KY. LIN[ i " ARRANGDtI!NT cnr CONDUCTORS AT ANGLE LOCATIONS • f'OUR POLE ARRANOElcl[NT " (800 TO SJOO DEVIATJO'" " "ICALJ:: •• T.!S. OCT•• till? . '( REC 1525 I.• r1" 1525 . CONSTRUCTIONSTA~RD 1 .1;. M-8 -,. . t ,.. \ I I 8 B!LL Of MATERIAL SUftPORT g-oM 1525 l{) N ~ ;! \ f ' I I : I ; • I : ! iI . i I ~J,," I NoSCHANN!l 100X~X6-Sl50 2HOS 33 KV PIN INSULATORS 3 NOS. 33KV DISC INSULATORS 6 RT GUY.5r;T " NOS e5 xesxe - B!lT 2N09 SOX SO X e 2 NO~ BAS( I MAT!RIAl R!Of I I I I N 2 NOS I I l{) IlRAClNG NUrs, Sell'S; POL! Cl.AMPS~R!'C! I 0 0 - PLAn fAR THING I Z~ II -~ \ I \ ! I! o o io N G L L G ,N .All S L • H.T.S DIM[NSIONS.AR! IN mm. 0 T. REC CONSTRUCTION PCX...E101' BRftO<f:T (REC CONST. STD. M-41 ------ PIN INSUlATOR (REC SP€CF'CA~ S'mf'VARO M-6 NO. 13/10791 ..0. 0' --- '-"'C»'O. C'IO'\' YOSJIT THO;~ CAOM LACHlS t4AYK "'OVIO(.O ,.Oft ""On< Of TIC ROoo ATA •••• .,,,_ ~NO 2000""" •. ~lUS TMt a Ole tAC H HtAJI ~ suo_ro;. Z. AS POt It. RtJU; ee (31 THO;o ~ STIIO«",. !"vt: THO;__ V-CROSSAPJA CONST. STO.M-Il Ra: .JS I G"'''"", CROSSARM !HKt,I1M ------~-- ,. ",r:c.•••••••.••• "Nft.Cl.1 •• KCl.lrT'H!:R S'lllD<Gn< OLWOI'f3 C T5X.coX ICICIf,,,, ,III) OUALITY •• ~ H snoeo me Of' ••••• _ son- OUt.LITYAS "EIIlS:Zl usm. V-CROSSARM "\1'0 SHOUlD IC:lTLtSS n<AH ~- on ~IM\. 32.1(6/,,,,,,,2 'e02 ••••y 110: I ). CJ 1'OIICR0S5~.mM!Il.S.,.'OI c. •••. II00u0.UTY(416s._( Go•._ or SOf'YOIMLIT'f UOY..: "''''1 •• .,..••. ~ ""'--.xc. Cl..tAIIAICIt __ CROSS LACINGS s, ---:!.. e. I Lem. _C·I.\L S.f'POIIT uiHoTHC f IY k.tc. WAY II!l/KJ) YOA .uJ'ft -... I. 6-. tene\ tlIl:DD ••••• v-, '"lift (R)I.M) tMOTH NO.T7 5MOUU) HOT : ~ OIl Fln«JI .1AImCD •• ~ AS "Ell It.MA.t THO;.•••••• l .. Al«lU SIDC S~ or net IIOAD •••• Y NOT. us. THAN 00° 1. IN ~ ~ C. _-A""LMlUTYOiI' 04A>4MCL '1'5• ~OUAIII)IHO ..0.,·1><0-' •• CLIOSS-AfliN, .,.TAaa, ~ a.. 0tN4f'tD.. uau AS AM IU.'1'VWCA~. SO!CT1ON ••••• y. ANGlE HOT LESSoTliAH 00 GUARDING CROSS-ARM // V-CROS$-ARM ~t:Q/' .~7 ~rl/ OUy /' CJJARO WIN: AFft. IN_. ALL DIMENSIONS ~~~~~t.W ntU ••.• q.~ , 33 KV Lf/'lES PROTECTIVE' GUARCA~ ACROSS THE ROAD SCALE:-".T.S I CONSTRUCTION STANDARD M -3 POt. £: TOP BRAO<ET (REF. CONST. STD. M-4) o ,.., ••o 18 ¢ HOLES FOR 16 £I BOLTS. o ,.., ·N "' ,I BILL OF MATERIAL s-o ••• SUPPORT 0 POLE TOP eRACI<lT I I ;) I· v- CAOtSARM (..cS.cH~N!:L~ IOQX50XO'4 eOLTS o 4 (/) lOp. 4 33t<V PIN IN$\JLATOR 3 33l<V 3 PINS fARTHING' COMPLe:TE \ STEEL X-ARM TAN~T·.i:.ocA , Tl~ (REF. CONST. STD. M-I) MAX. SPAN 12~M { CROSS COUNTRYI ALL l BAC!< CLA •••• DIMENSIONS ARE IN mm . cV'~ ~ ~ . a1~m\'ii 33KV L1N'£ CONDLCTOR FORMATION . AND CLEARANCES SCALE:-N.T.S. APRIL -IUel. ·REC CONSTRUCTION STANDARD M- , r: [100X50Xe·4 7·9 KQ/Nl . I i I I I I /,.. .•-- 562·5 •• ----l320 ELEVATION ALL· DIMENSIONS ARE IN mm. x = TO SUIT THE POLE , 33KV LINES V-CROSS ARM $GALE :- N. T.S