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Plans . , . , RECEIVED _ _ ole 1, I , MAR 1 2012 • 5 < ; IV - 7■ \ ,_ Cv)(;sk Chu fo-, . . . CITY-OF TIGARD -- . I OS H..11 1 . BUILDING DIVISION , • V T , Scx ( A 0 k c i -) 2 23 __ . , • E , - - - C_AIC, 1 il = lo' I , . _ . r--- __ . C k u cc k i i31 . . . , . - . . ( l_ 3 ____ -- -- 7 ----- _, 14 1'.';' F , k.. ,.._ A ., 6 .. t 1 . . --,, ' I( , n dscoc 4 .... , 7 '- - I -. 1 i ().) .— . . _ . . - 1(11 'Ln ced . . _ \.-se O CITY OF _WARD , ..1- , . 3 ' . . , ' Approved. t (1■-1 3 , s .. - ci , . Conditionally Approved See Letter to: Follow [, ] : , ° [ 1 Ln A . ed [ c ‘....:, 0 - : T r, -- . . . Permit Number: • 6 Addre . ■ ■0 5 •-. I gi."Wrarib . 5+ J \ l' 11 , _____ . p r oveti tfne i { V So61i,-1--1-eJ 1 'rc'cs P.) .4,\dicv._, S ,'..). 5 conc<e\--c Ad (c_ss , i Li cloo si,3 )6 ( A ,e. ' O. 2 9 "‘-------- ! _ --1 1 Tclef\-16nc.' 50S- 67o - i S\I\ 1\ 0\ \\ c,j,i, . Approved plans shall be on job site. ( , OFFICE COPY tot I ci tA P la n REC ErVED J 0 -1 A , ) POIC- DC- i IS MAR 1 2 , - T - •:aia chrcst-ioa, 0„,(1, ccin OF TIGARD „ 1 - .3 L105 `-ii-J H .rA I \ PD)•,) - B ouroo Division (. - TI• (...;), OF 6i __ . , ,., , (9' C.) , G % tor ' ,0 iicr6-e pa J. • I I ii , it I , , _____-------_ 1 I • i SC41e,'' /2. -- 30'd 106 i 't . fb,c o ie.. he.) . . . • ,, ) (6,,,v 1-5' r\o,,,f-.A.,v‘e;iii ,-(.._ . • s , '0(0 1 SCA ie. _______ ., , . - .. - .., , G ?<(., c .onoro - e-t 4 ., . . . ... . • , ___. . i : • - • , 1: • • _ , • .• _ •••••••__-:-__,, . i.. . . .., • .,,•.,,„v..;.: .... wrt , ..,....,, , .-''.. ? x,4,,..,,, , ,,,, \ N, •,..• (3/1 .,_ 0 u ) .• c(v)i.,e,. Rock • ;:. .': .... •,,.. • gu(kce- (0'4 C c,. A cle K t ,, J Coce ..( E it • . ' /d,?,(7/,; c.,- .; .,. ::. ' , ,. '.. ..- . • ' ' :: ...../■ .. . , . :1 • • ' ' "! 1, ':' ( /'" ( ///// 7 . 1. (.."-• Lirconcre: c / , .*,\,\,,\I-,•*-Clc , ""-:\--',...;...--..‘s,-.;:s.k.,...Sz,z..: - -_,,,z , .1. . : i: C. J (04L< . " • - - 11 • • ' !' ,...---- . . !SCakt ' I -- 1 ( • .• 1 ' ' •i: • !•::: " ' - ..- -':-- , 11 i. : : • , f -, , ' • ,, \ Cr 0 — U i . 1 : ' N\.. Co.nlem.'rr.c? : r) (, li I; f4 --,,,-:- .,... , ..:,..-.. . . , . ,- , .•. 5J V0,', '),- \-c:... \o.,/ . /"-; ,-,(.:'..( i'.. -- ..), ,,, Elk•c.( 1 • ''' ___v___ .......„, • :-...:,-.,.., 0 , Li .. ., .,..,,,...,..._., i - T21-e - .(, , , , ,,e,'‘ c)05 - G7,o -2.:)35 1 . -c -,) 1 _ _. • _ , -s. miliMONMEMM Suggested Installation --� heat Burial Style Poles RECEIVE Suggested installation procedure MAR 1 2012 for Shakespeare direct embedded composite a a x ur TIGARD BUILDING DIVISION / r . __ _ _ = backfill to be used depends on Inc soli conditions at your site. Check the soil / " - - _ - to determine the type of backfill that will be _ / Suggested burial deaths - :�= soil conditions: i - : well drained, and water does not stand during 10-13 `t, mounting r,eign:s - 3 ft. I ! :e.• :.cis. Good soil for mounting is made up of sand 1=1-2. ft. mounting heights 1 ft. :.- : •o el, hard clay, compacted loam or compacted 25- 0 ft. mounting heights ft. :: :. _ :Ord. If the soil Noe at the Tountina site is good " 'i ,:1 -}5 ft. moun no hercnts - _ r n : n - = sell removed from the hole for backfillina, and • : - : roughly. 36-.10 ft. mounting neicnts - 7 ft. • .1 : conditions: • ,.1 _ during wet periods: Inc SOii is soft clay, poorly compacted or contains large . _ _ , ._ f silt. If Inc Sai' is poor - use Concrete or a premixed cement mixture to fill the a ':: '" •: ',minimum) of the embedded depth. Tne lover portion should be filled with well ?, - : - c good soil (Seek 00ove). Several inches of a sand and gravel mixture may be 1-4../1, : :::= a at the base of the shaft to provide additional stability and resistance to rotation. _ - :_lotion I i I • . _ - :'!e the protective wrapping from the polo, being careful not to cut or scratch the _ s surface. - e the pole is easily accessible, install fixture(s) and any accessories, and thread -=� -" _ :: between the lurninclre and the hand hole. - _ or auger a hole of correct size and depth. The hole should be se`/ere: inches larger - , omelet than the pole shaft. In poor soil, the diameter of the hole should be a -- - mum of double the diameter of the pole. . - _ - -aok the hole depth carefully. and tamp in backfill if necessary to insure the correct _: e setting depth. `r • _ - anti set the poie in the center of Inc hole, either by hand or with a nylon sling H _ to a lifting device. Nylon is recommended. so as not to scratch the pole's • - . _ The sling should be attached at a point approximately one third down from '' - - 00. As the pole is being lowered into he hole, feed the underground cable , -' :.ugh the conductor entrance •hole and up tolarc the hard hole. . : : b' to 9" of backfill and plumb the pole. Sight in line from c plumb bob la the poie-----,- - - - ^ -- - - - r - =- - :--. a convenient distance. Sight from two locations approximately 90' to each Otner. - _ ' �;ghten the pole as needed, and tamp backfill around the base. Continue to .; - L. Y 4 _ =!fill an thoroughly tamp of no more than 9" intervals to the bottom of the cable - '.; - - 'once. Frequent, firm tamping of the backfill during installation is very important to - I I - S' -:_ e a successful installation. To insure plumbness, the pole should be checked with — _; . ,., : o,umb bob while ramping. - , , • - performed previously, install underground cables and pull the wiring out through I t ` -- e nand hole. Connect the feed cable to the luminaire's wires; fuse if required. Push i I � - - e ..erring into the pole and install the hand hole cover. Finish backfilling and tampng -" / • opine 2' above the final ground line. _ . i,. - e suggestions are guidelines only. Shakespeare does not assume any ' ____- __ -____1 • _:isibility for pole installation. . Page 11 tit4 . Shakespeare Tuff-Stub Base Direct Burial Poles • r , Pole OD. at Top ' l Removable aluminum Cap ) standard (except "S" series) j • : I r. L Top Section Mounting i Height f _ . ' (to 30') Shaft Length 2W x 5" Handhole with non - metallic cover standard I I - • e 1 J I Top Section slips over Stub to form a tight fit /- i ), • 48" f' 1 - I • 2' I Ground • I — l l = 1 i -1 f g I I I , 11 =i 1 r • 3' to 5' Burial i 2W x 6° slotted Depth r conductor entrance 24" to 48° I through one side only standard I e -- . .. Stub Section r • Shakespeare Co positeStructures 19845: Highway 76 • PO Box 733 • • Newberry, SC 29108 . 803.276.5504 ext. 187 . F/803.276.8940 . Toil-free in US.A.: 1.800.800. 9008 ext. 187 ' w ww.skp- cs.com A' oivision. Geityte Thomas Group, LIC • +5063 latrar■:a Coquet* Itm[4•b Iona 30 .205!.k 5° u5.70 lPr • 4 . • 1 _.____ __— ._._._ . _ —__ •