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HomeMy WebLinkAboutFederal Aid Project No. F 222(18) - East Main Street (Copy B) F E D.ROAD STATE FFDE RAL 41U SnFET TDiAI Di V.NO F'RO JECT NUMBER NO SHEETS - e MONT F-222 (18) ! SH(GNffN(G �5�.,�Q�,�. DEMNEATEON (D UANTHTHES ITEM NUMBER MATERIAL 4—LANE TOTAL UNIT SIGNS— SHEET ALUMINUM ==4 215� 215� SIGNS — ALUMINUM SHEET INCREMENT S Q. FOOT POSTS — STEEL STRUCTURAL SQ. FOOT 144 144 POUND POSTS — STEEL U POSTS — TUBULAR STEEL POUND , POSTS — TREATED TIMBER 1783 1783 POUND POLES — TREATED TIMBER CLASS I M BM POLES — TREATED TIMBER CLASS 2 LINEAL FT. POLES — TREATED TIMBER CLASS 3 LINEAL FT. POLES — TREATED TIMBER CLASS 4 LINEAL FT. POLES — TREATED TIMBER — BARN — 6"TOP 0 LINEAL FT. POLES — TREATED TIMBER — BARN — 5" TOP 0 LINEAL FT. POLES — TREATED TIMBER — BARN — 4" TOP 0 LINEAL FT.LINEAL FT. OVERHEAD STRUCTURE — METAL — STA. OVERHEAD STRUCTURE — METAL — STA. LUMP S U M OVERHEAD STRUCTURE — METAL — STA. LUMP SUM H/ LUMP SUM�h'W.9Y T�E'AFF/C Sr,Qio%v� - YE�G.0 o v✓ 2 7 ,2 7 �c c ovs — WN/TE 6Ale torris _ BARRICADES — CLASS I - BARRICADES — CLASS 2 LINEAL FT. GUIDE POSTS DESIGN °A" LINEAL FT. GUIDE POSTS DESIGN "B" EACH GUIDE POSTS DESIGN "Cn EACH GUIDE POSTS DESIGN °D" EACH GUIDE POSTS DESIGN "E" EACH GUIDE POSTS DESIGN "F" EACH MILE POSTS EACH REMOVE SIGNS EACH 14 14 EACH RESET SIGNS EACH STATE OF MONTANA STATE HIGHWAY COMMISSION F-222 (I5) TRAFFIC ENGINEER SIGNING Ek DELINEATION • DRAWN N`O = QUANTITIES DRAW TRACED CHECKED BOZEMAN STREETS RLVISED - �- - F 222 (1sJ) Z • �' _� I ' • 41 4 F - H �u ° n om N i t n ¢� € F I 1 I a� \ I — -- — -- - -- - -4- -- - - — W S1S1, g3��n I - USG7 -fi -r- Js I I I I D hn� �� I M ml of mt til •UI al NI NI I avl m 1 gSMb 'nl I NI I LI I ..,I I •yP I N. I'� I No I M I � I I I `B I Fl M I Nl I f M I � 1 M � � I I r O t I I t I I �_ I U �9N Jpy I N Q 7 'Y r NQL 1rr----- O S 11b O � C I N I 1 I 1 N I N I cQ ~� W '�N� h Z ti� cS ♦`� ti xF 1� I3 Z I I I 2� I 2.1 I Z�; I =3 V Z� py 3 J v J I UIQ ViQ v77 LlQ QIn P 0 t c o-otq O Cl O j j ell 114_ I 13 o lo n N PO .�2u'2 Un" M- `v Q <y N N v I v1 era h iK �Qtr n ahp � -. — -._ - - - - , r 1 i I •�-� , I I 1 I I I I I I I I I 1 v NOJ tl m x o 1f1 u7 9 IN �9 +U w w1 I " m m N N n Pzz, z v r- - — -- --� - i -�- - - -- - �- T- --�T -�-- - - - F 222 (18) 3 Ld , I i a ' IV4 I I I I I I 1 I I I 1 t I I I U i h - --- --�- - _—�--'-- -- -- --- - I i ._ - s y. I W / •^'� ' 1 1 I ' I I I I I I I I I I I I I I I I I I I I I � I i I � Q �'C �1 yl al In it >3M I .vl .I N� �NI I ml of ol- i N i �I on I I NI a o o o t o o 0 0 0 0 0 In -- ''+ K' rn m nl nl In � LD 1 <S•o -} -J-- -+- m I Oa 10 N W aD U-) I � a1 s sw m y 6W y w ,l4W. W W I a �N , � � C', Qa _ Q Ini i u r 1 ^ti a2iNayN a N a N 4 N N 4 H C v0. a N4 Inn — o �J LL i` I 1 11 I 1 1 1 1 I I I I V W \~ +-- o w y3 I_- ,Z a� - _ 2 2Z, 6`I '10M I O � oPl I I I c n OI 1' N N �Cti N i m / (�1 �u \ � N �cam• N �t �n�ry rcl m N �cv�r N � — -- --- �I — � U J , .UO,S ' �N y7 mN ,Nw - MN? _ "�v¢ _ i o W Oki S': i �f ' f"POCEDURE F-OR BASE I. A;sc"kofe Post to Stub lvith bo/fs crncf one 4. Loosen coach kolf- and refigl,terr fo prescribed CONNECTION ASSEMBLY flat washer between plo'fes. torque in the-- some order as nr,'gina/ t,ght ring 2. Shim as required to plumb post. DO NOT OVERTIGHTEN. 3. Tighten bo%ts in cr systematic order to the 5. Eurr I-hreods at Junct,on wifh r;crf usir.q ;� rr Fe prescribeal forque. (See Table). punch to prevent nut loosening• BASE CONNECTION DATA FUSE PLATE DATA F-nLINDATION DATA -— - - - _ S/fn force BOLT SIZE DIMENSIONS WEIGHT or DIMENSION5 � wr,6 ror FiG. STUB ST"E- FTG 5AFc C"F' "T OF POST SIZE EACH BREAK- - EAcre Fos[ } EACH 5 012 TORQUE A 5 C D_ E Y, tz W R Awar oiocE F G H -cJ_ K L N d_ to DIA. PE.ICE DEI-'TM LENGTH „, DIA, IStZt PIS / 9/ / 3 �'/ 5/ 3/ / / 7 /r//( S/ r 1-- =Fr,ction F ^r Plate . A-bt- 13 /a x 2 4 5 2 !'4 2 4 1'8 i4 2 '/2 IL.2J; 3 4 2 !9 4 24 /e �8 8 e r.6✓16, 3 G Z U 3 /-(, r _ :-,cju fcrcc l I - •F o55e=n,l.'.� w,th Torque = / / S , -- / '/ Y / 3/ ,% -- --- ---- is to wry, base. 8V1F-17 490in lbs. 5 2 1'4 2 4 1'8 -V4 z /te, '/32 194,2 4'2 ,2.1i 14542�F1'4 4 'rc 2 314 3.27 4-0 2-6 3 /-9 7 L 8 Vg-24 3/4 x3'/2 /o 2/4 13/53'/z ! '/4 I 34 T/iA i3�2 _'S C9 4�A .Zz 6 13 1/4 7/8 13i 9/r4 3/4 4 r. 5-,' 3-0 2�2 r2-0 Torque - - cjcttorrl of Bryn r3., 12W-27 7o0rn. lbs. G 2!4 If*93V2 1'/4 1 V4 S11a 1V32 " c- 5k 3 !z 6z3�Z f'/z 7/8 '164 9/4 5.42 'o-0 3.0 .2' 2 O 9 Fri to, I-t:.�< - r L Saw Cut 3 I 6.7 /2 4% 22 7 Z 3 �4 -4 6 SIB '�4 9/3.z 9 6, 3 v8 1''ri 1� -L / 9/ r/ 9 r ,/ - 2 I'z rc z /b /4 �4 3-C` 2-0 3 _- . I - Torque -_ f, Bolt 4 17.7 240 n./bs. 7z 3 �4 34 6 5/8 /4 9/sz 9&9 3'& I�s I'�2;'6/'�Z 9/,c t/z */� '/.1, r/z '4 3 G /-6 3 2 ! G 4 t � / 3/ r/ '/ r / r t/ 3, r ,/ / r 5 I IO.O Torque 9 4 4 1 7'z 4I 4 32 , ?_' 3 /e !"z ! 3 r /g 9i,'�! 2 /q /z 3 C Eo 3'ti I-6 rr ci5r,er.> 4, or,lbs. f illcf <iepf/: - - beveled wnshcr 375.i. 417.7, F or,l,,. PAINT:- fhc_ept as other rise_ c7Ppror`ed by ther,c�,/ree•r. Strc;ctC'ryl _:ree/ /,r/? rP eive one Cut flange and web. Shop cec.h ryncl one (I) f/elcd coat cf rea iead or tbryslc lead-sil,co Chr�rr:uf-P r,ri .,ne (1) frERd t oaf cf olurninurr, painf -_4, scci,f;e°d in the _'?t,andard C�ecif,Catiur,cr r+r, l! SurfcicN5 confect wiftl tL,c Cor,crcYe. i -.. _.r _- r„-,..1;• /t!I N.';. to/l :,l,u!l tc: ASTM A. 32f. Ff. T1C,tJ F(-i i. f'L /,If DE FA!L .L K-- •_L -, Plat Thickness I Z. I ,Ir /�i �li�f�l 1 ! ',F i li,f J � T3 -_ I � t F'os!- 1 Hc.lr, c,un-.efer - rJ, F" ,r sib -i- 1^ ..1 -- .,t "f,n;s Der post. _ _ - r—__ TIFFENER PLATE LTIAIL FRICTION FUSE PLATE DE (Ali HIM E,E 2 H.S, boors w0h hex. -� - '-��-- - --- - - head, hex nut, E 3 wash, � - cers with sach bolt.-See ' tvt:le for bolt dtarnafer Sfuk• Pic+jc:cl,.:ir, rr,' „ "• f/_J1;; „+-,r.n ,.lo!_ I! ..any i-S or, 19' Cc7rt; r . 7nu an/ .. -. � fr .,-,. - /. , rr-le c - Fr:�, - c,�r� , :"r`,!�•A.�rIG l,or, 'AI ICh1 SECTION A,- A SECTION l" -F 1 f�'crtrcr :, tl - fir, ,. l , ,t l,on ucf .ral r j,Jt- rf� fc f,�r ,y yn .. f , C 1 -R'ETE nuc,fc s I, ,II bN „ A cr Lr' v.,if nn top For , Cop i-i-.. f f c l,. . SIGN POST !-AND STUB F'OST DETAILS St- U:T6 % STEEL , a,.ircr r. 1 t cr f.. r �V- `-;h�,c.e r-•nl 1 i, e./5 a h_rr UL nCatrCr �, er Se f cn 4 f N e t , y' '� .,f c.:rf,'!Ut,r.r._ ,p UvO,.�l Cttr �i 1n t• _. r!,�a•ran _r fS :--r ,. f,Jp1r• a<:t rli 'h.. , rr f r ,r. / /I tln_r _ ., - right ,hn•l� r rr i r c b illNprly rot,rJ Cn tilehr:/ prows q , ;th. 11 bc, ,f r�ro,-/ by H M=,r .. r'- r r - - - � / - tiro,tfl' Hr,a 1.,a-_f y' DEIc.•rlr ln,C,.r K'E r ,r; . .. I / _ _ , ,. _ , = •- .-✓ I rFv1011 , , r 1 _ r r:l� r' � - .�� .. FA EN !'t-T+ .t t .,1 vr,ii race r/r - r. r lt -"•----- _.._._. --- A i' ��, t `�,.l.,o ryoyn cnf f:.,- the t-foc/ F,�.Sts // rrncrefe, ,F,i,f.•rcItiq Sfrel; we/drnyrercap:atrpn, r - „,J f• r.�,;r �- H� _ f- � � • I�-1—� ly � „s ' � a/! rr,c / nfals perfain,nr7 �heretc ?he :,,e,cyht of fe�/ b`4 raAif,,4 ft c / r, •fl r, F:r••r 'f:.rr lam: 5 r>f it ,,:r,f Ic., 1 c.cr f-. f fe;l� - ,t• rul /,.�r rf e rc••fc o un-; f k_ • � _ � `t v ,�� n<-r� J�, cc ,:--c r - ,r. 7` ,r,_;vn it. ncC ' / O E , � '�l ILIE _�!/�1J I ,c o ch .•Fr,f rod aela,l --/-•— -�- ---) I LL o al --- I Eu _ STATE OF P,/I O N TA N A c- 1 - STATE- HIGHWAY COI%!P:IISSION Sol tr 5TA�'I . Tot, .if 1, v-dat,on -- -__--'t ` ---- _--- � ✓V ELEVATION t' N, nii r ;ECTION C-C SECTION D L' FORA1, AWAY �i F(.'il."�7ATIC'N ut_T/al_S P FOR t,!ULTIPLE GUISE SIGN SUPPORTS =116N POST ANU STUB POST DETAILS FOUNDATION DETAIL DE SIGNED i I hope only, DRAVIN 4uG .' Will TRACED APPROVED 6f_ ,, _f f OHECKFU r-3 67 1 W • REVVE.n r SN-2►I` Re. IO-24-67 R.o.K. 11 tc. ,Direction of Traffic PROCEDURE FOR BASE -.-P, ---=--- - - CONNECTION ASSEMBLY E — -- F - E --- H/2 - ! Assemble post tostub with bolts and lP x One flat »usher between p/ores H,5,bolt with hex head (Typ,bevel 2 Shi hex nut 3 washers eactn V m as required to p/,.mb post. bolt.5eetoble for bolt Sign Post -- t -- - - t diameter and forque.See Provide in Procedure for Bose P,ost Pla s-f P/o — q Stub te Connection Assembly. - - -PT�z 3 Tigh ten bolts m o sys temobr orde. to r Me prescribed torque.(See Tob/e). Note N H All 14.5 bolts steal f _x B/ x be ASI-M A-325 R-%zBoltdio,f ih2 - - I 4 Loosen each to/tond some fo . prescribed forj rue le? thee Some order os I 9 U' original tryhten/ny. DO NOT OVERTIGNTEN I — 5 Burrthreoods ot,juncfloo with nut using BASE PLATE DETAIL iatethickness = T acehferpunchtoorevent i nuloosening, o v SECTION A-A �� - - --- 43e/ (See table for Uimensions) -- Sect/ons shown are for insto/%Ilion on right Y Stub Post✓ ^Top of Foundation shoo/der and in gore. Plate slot bevels ore Shoff oangles r- d from C own hoi sh for Insfb//aIl ong/e s see Std ions Note+ For details mounhnq � PPosite hand Ow s, and I ' on left shoulder. SIGN LOCATION AND ERECTION 0 SPECIFICATIONS sheet, - o L -� Pipe NOTES ; Z ELEVATION •- �cngth of posi SPECIFICATIONS 4- Nontana Store Highwoy CommAsion Ston Lord Specifications fOrRoad shown in SIGN and Bridge Construction,1966 Edition,ondony amendments therein, and SPeciol I..00ATION AN[' SIGN POST AND STUB POST DETAILS ProViS/ons shollgovern unless otherwise noted. Des/ynof posts and f6o71j;-,os P d Pre ore ) ERECTION SP£C- c P Po c l ip -- I\ IF/CATIONS steer. a inoecordanee wiM the A A.S.H U Spec; for the Des 9n and Construction of Structural Supports for Highway Signs, 1961 Ed,tior. 2,2x �} L Mounting angle / i n g (� STEEL PIPE= Steel pi;oe shollconform to the requirements of A.S.T.M. A-53,Type Ear S.Grod,e B. -i - CONCRETEtConcrete S/io// be Coss Aor DD with Wood float finish on top. Form Groour d Lice `* Ground line -top 12-'1inches of foundotibn. —Break_aw'oY�_ STRUCTURAL STEEL For reQuirem4Pn6 go✓erniny structurol steels and their fobricatlon, I dev',ce. Form top 12"of foundation see Section 43 of the Standard Specificot1ons, To ovoid oversight these✓reuir-emenis shaft sholl be clearly not-edon the shop drowings ' 3 cl. APPROVAL ' Shop p/ons 5ho/l be approved by the Mootona State Highway Deportment ---. wRl_l 5'of `4 bar fo before fbbr/cation is begun. bottom of post PAYMENT - The unit price bid per pound for steel posts shall be full payment for the TYPICAL SIGN ELEVATION j o 8-'S bars stee/ posts and footings complete in p/a C ce, including o/I concrete, reinforcing q ° slee/, welding, exca✓af,on, and n/I ,hc,denfals pertaining thereto. The weight oO , :emu #3Hoops@/O of steel posts shay// be computed by taking, the length of post times the Jx316 horizon tal slot to �+ oJi2ctrs, nominal weight per foot plus the weight of the break-owo,y devices and s/uh o//owodjustment - �, shown in the table pl s the weigh of post clips and mounting angles. L �. TA13L_F_ OF WEIGHTS SIGN r For S,gn placFrnenf and details see Standard Drawings• See Elevations for le,, +b _.. q --- V �.- -10 lop f ®,9 a each y En ,deer Structural Steel -hull receive l__' 9 9 v Pi e Noniinul wei h I + t xce t os othernv,se a roved b t o q 3 of rnountin angles. P eak awv device 2 P T Ap y Threaded or welded _.g x /� N / d ' Fib-"F- Size per foot of pipe and stub y ost one (l) Shop. coat and one(l) fie/d coat of red lead or basic lead sited y' z fus t d,a - 8 holes in fbst Clip 2'z 5.79 ­5 -,y chrcriafe and one (1) r,�/d coot of a/unnirnumPaiot as specifl'cd ,h the ter tight Cap _ --"�-- 711 3 7.79 B o3 Standard Specifications, ono//surfaces not in contact with the concrete, _ - 2x2xfa Mountlnq f'' I`. 3 r�" 9. rl 35.85 <r/R m angle 1 I I 4 /0, 79 38 44 �3 o ro ,5 l4. 62 Post C/o R'-' S/66olts ,Ni+h - --— 6 18,97 9i FOUNDATION SHAFT DETAIL _ - sign I_ —I.3 �� Furnish 2- .D/2.r Ih,ck c�nd ;1.-.032"" Sian fbst Sign Removed -- —--- ._. _. _- ' Z Post d,a.(hick shims per post. Shims steal/ be �•- i _---___ _ _ _ . STATE OF MONTANA BASE CONNECTION DATA FOUNDATION R<'fz Solt �a fotiricated from brass Shim stock or dip, r y3z• s.tr,p conforming to A5TM- B36. STATE HIGHWAY COMMISSION Nominal Bolt Size A tS C D E F T X Footing Footing Diameter Depth Pipe Size Torque _ 4�1e• 7/zr /• 201' %s" (e` �4 ��G I-6 3-0 - .- POST. CLIP DETAILS SIGN STANDARD N0. 10 Torque=?_,tiU ir, lbs. Sly 8"Z 1" 3 3/e' 7', -V+, 5 c I-6 3_6 "e x 9 iy / ' N 3 SHIM DETAIL BREAK-AWAY BI FOUNDATION DETAILS' 5'0 6�4 9#rt Its 4" rb ! a' I /e I-6 3-6 Torque'480in.lbs. - FOR SINGLE PIPE SIGN POST _� - -- - 30 RmsEC 2-16-68 NHR DESIGNED !? 2G G4 J C H 6..� '/4.*-,3 y.7 7? I/�/4 IV,}' �r /" 9"i !I 3/8 /-6 -6 REVISED. DRAWN 12 30'66 KEWI 1 Torque• 7BO,r ItEI 1 I ?RACED REVISED _ _ 7 REVISED CNCCKEO /-,'-G7 WN.L APPROVED BY REVISED REVISED 6-9-G7 W.tCL BY DRAWING NO. SN' REVISED REVISED /-q-GB NNl2 2, EED ROAD STATE FEDERAL AID SHEET TOTAL DIV. ND PROJECT NO NO SHEETS NIONT, F-222 (I-) • j 1 xM NOrE. A// syns crossed ouf Qre /o be 4/5E• AS /S oh 74715 Prv✓cc , t� I' MID W _ ti �\0 trb r © r ^ H o sq BOZEMAN, MONT. F- 222-'13i -a DRAWN J R C- 12-L9-6' SIGNED CRECKE� REVISED FED, ROAD STATE FEDERAL AID SHEET TOTAL DIV No. RROJEOT NO NO SHEETS MONT F-2 2 2 (I13) NOTE: A// 57l9n5 —0-55 c1 out N ore to be U5E A5 /S on fh/s Pno✓ect. � I I� y _ - — — h/'wp r � Iti9 \ sMolla ore , 4SbUTA o- = T - - - - -- RE^�JGWESIi WEST h _ Z , 6� G t 0 M4-4 ♦� ♦ J ��` �+ � b ��I• y0 � 3 � 161 r MDM6-2 I-- -- c� _ REMo✓E 5o cr a REMOVE S p� ��.� � i � I � O UsE AS/S' 45E AS /5 ' JS�Ps — BOZEMAN, MONT. ^ " I F _ - F 222 (13 I NARE 1 MOVE i Q ���®IM , z a'IWO I A LL14d 4 1_ - _� /�EitilO✓E' \ DRAWN JR.0 12-29-6 } ._ -Z 411 2-M7-/ USE AS/5 SIGNED 2-M/-4 CHECKED7- M6-2 71 USE AS IS 'N6-4 REVISED M4-/ M4 3 FEO ROAD FEOE9AL AID SHEET TOi AL DIV N0. STATE pRp JECT NO N0. SHEETS MONT F-222 0,1) I g USE AS IS Ifl hx [] • I � 3 J 0 �.j1 W_. • lP, '. REMOVE �� 4 9 • �rl • � �r.- ---, us©=5 REMOVE O !?-MOVE J NOTE.' A// myns crossed ouf usE ass ore fo he 415E AS /5 on fh is USE AS iS wt I o O© `� I Z L J s I�go N REMOVE VJ I , SIGN I i _ S P� e U) BOZEMAN, MONT, F- 222- (13; A/SE AS /S DRAWN J.R.0 12-29-6 SIGNED CRECKED RE/ISED rEo aoAo uo eNEEr TOT�I ,OiY.NO. STATE rROJ NO NO ENEET9 y Q /NSigLLED BY OTHERS a MONT, F-22208) u f, s in Q E As 15 �- W9-5 W/D-z Nor I-2- x _ 11 _ d W/o-1 p LC) Fr-i Mc 4 we MI-5 Rr-I m PI.IJ� - M6-4 h � /Nc1uDE /�AVFiNENT .NA.Qk"vr, /N Acca&4AN6E W/i}/ t MI-5 • �Mb-2 � p I RI-1 Q W/o-/ MI-p STA 94-4.9.1 END U-222 16) A � � W/D-p1- JTA 94+64.1 BEG F222 (1 J) X *0 ~ o ea *p TlvsrAt[ED By OTHERS �v h 0 • R/-/ 14 Q Q •1 I• RI-I I Q RI-1 44 a V .J Qti50 x 0CD e� STATE OF MONTANA STATE HIGHWAY COMMISSION — - ari Bozeman, Mont, vn F- 222- (13) N m � c ) Ms l ti n m - v� v fl NEO h 1 2/fS B END F 22zG3) — zltSU B 9EGTE"LINE uPnwN ` _- __ --_ P�GEO EAST BOZEMAN INTERCNANOC - --- ---- , .rNEEKE4 of Y�YEP -_-' � F .•+ M4Y19EP JJlPKMF�J _ rM F NOl MAT EFKIAL F- 222 (13) 4 LANE TOTAL UNIT - i i' > CLAS'S A CONCRETE 12.0 12.O CUBIC YARD r } --- -- -- _ ---- nl >uI I I° STEEL CONDUIT 4463.0 4463 D L.N. FOOT II/Z' STEEL CONDUIT _INEAL.FOOT 2" STEEL CONDUIT LINEAL FOOT PLASTIC CONDUIT LINEAL FOOT 853 C 01,02r PULL LOX, TYPE 2 4,0 4.0 EACH ^/ j _- - — - -- - --- — LINEAL FOOT I �I WIRE CONDUCTOR AWG IO, 600 VOLT 1 916.0 19 16.0 _ i , WIRE CONDUCTOR AWG 8, 600 VOLT 2392. O 2392. 0 LINEAL FOOT ` 71 oo600 c WIRE CONDUCTOR AWG 6 , 600 VOLT 6584. 0 65$4.0 LINEAL FOOT ` Iq 4uo , LUMINAIRE ASSEMBLY 400 WATT 6. O 6.0 EACH - -- - - - - ��4,--Ir�Oc + LUMINAIRE ,ASS EMBLY 1po0 WATT 1 ! Ip , p I 0. 0 EACH 2 �C1I F;;ACE I� CONTROL. AS`:EMBL.Y ZOA I . 0 I 1 .0 EACH �1�T1!�1C OF O� SHEETS SF RVIt_E � CONTROL. A;';EMBLY 3( - EACH 1�11L1�1L, " SERVICE R CONTROL 4) _- ' EACH TITLE SHEET SHEET NCj -t 60 SERVICE 8, CONTROL f.=: FMBLr oA 1- o I- O EACH —_ OUANTITY SUMMARY SHEET NO STANDARD ALUM TYPE 10-A"400 -O i — I EACH HIGHWAY LIGHTING SHEETS NO J - t- } EACH -STANDARD ALUM TYP JO A- 400- 4 EACH LOCATION & ERECTION SPECS SHEETS NO - SIGN STANDARDS SHEETS NO -,i 3i1.405 STANDARD ALUM TYPE 10 400.,-5 6-D 6` O t SPECIAL DETAILS SHEETS Ni ._ - -- ri13I1 454 STANDARD ALl'M TYPE 10-A-450 -4 10..0 I O O - EACH PLANc- SHEETS NO: R7t540010 ('HOTO ELECTPI,_ CONTI-': L 2. 0 2. O E A l _. ._ b,'d.600002 FLUORESCENT SI(9W FIXTURE , 2TUF� I EACH fSO FOOT i SiC,N�,. `,HELL ".IUMIN'I' - --- SO FOOT-- I WAINI, A POUND POUND- f f - POUND f G ;I, ,''EEL I�(ir I ��I��. I ,1 TEFL !T PG',_ ;D - TIMBI i rATEU TIMBFR,'Cl ASS E S, I ATEL TIMBFF•., CLASS 2 POLF S, TREATED 71VE-F F, , CLASS 3 682000304i - ASS 4 r I A E f � � TIMHF c - BAF:^1 - 6" TOP 0 , 'RE ATED TIVR. BARN- 5 TOP 0 T BARN- 4" TOP 0 El )'JER}LEAD Still ( TURFS . IJF PJ LINT.,:_ FT i I - E�) � �'S ' � � LINEAL FT EACH STATE OF MONTANA 9 I 1 STATE HI:)HWAY COMN1 S S I C 1 UIf)E 1 EACH �.__ ----- --- GUIDE �_�. [�r ,l�,ti (. - - EACH TRAPFIC EVGINEER Guli:F P" DE N c EACH QUANTITY SUMMARY r GUIDE P(,ST. DE ` i( F EACH & INDEX GUIDE POSTS DESGN " F" EACH REMOVE SIGNS EACH RESET SIGNS - _ C ;z� i i I f L E S 'HE"MULE f�LE SCHEDULE EHViCE POLE `rIEVULi- �oLE �CHEUI/LI _ _ LCi''A71 > v JTc; MAST �' 1 N MTG MA5T ATIoN Am G �1TG MAST POLE � CA 1 ION DcE'OLE LOC Ni DtTAIL LINE STAf TION Amp IJO. TYPE STATION LINE HT AkNI; r 'L lALll_I N _I'iL li•` ARM NO. TYPE STA�'ON LIivF HT AKhI _ t� � cr 40 5 A 4^�)k� h1V C1 45r> ;67*l30 - 3 t 4�" IZ� J �GOW 3 0-A 400 71* 2 Lt Ezlt 4D' 4 C w S I G1�1,5 {3-!D*r ¢3 tt20 I I A 400 �_, '�8 h" •,StLt. - - II Flo St 11�34- ' a5 Rt 00 vl'J 4 169+50 - � _. �r'86ER c� ,ti_4uv 70*62 � 3 40 t F -3 170+30' + 5098*67 ! 73+44 I: 3 45 68 02 -3_�+10 _ 76*2b E s f 4 166+47 t 20 Q C - 52679+08 E a 4764'9236-�45 4' 4lX>W PI V 7 61+90 E 3 48 _ 63*37 1 , 4ta— L5 I ' Ic x�W M.V <B. 54+72 [ 3 49, -6' ,3g n 2q 54 E 3 �O. 5^ 82 90 M 51 r /+ 71 69 l55*62 52 J1 t t 33, "21 F. 4: C - 4 47+50 t` y 78 L r 34. 2,' D 55- ti1a E t_ L6+25 R� 35 E4 4`.1 56 DO EgR� 36 Eq I 57 o A"4OG izto0 Ma „ it • r 9+95 Rf -t5 d 37 6,3 E I Lt - ZI�80 Li D 38 61-45 ti 3+65 ;t t 39 58�8G E 5*5 t f 40 17L-,3J EZ ' �7*7L ,r fi 4 ( 74+50 g-,A-1, 4 LO 30*19 _t 4.5 t 2 o A 400 72+81 Lt 40' �j•• ♦a ` r Sea Pole Dr,,ht+. r• L�rn wln� No `L ! 401 - -- t {�cl„y �11cc�t re -,n:J %wrd ra.l. All oH,cr p,Ir-. Srrc o-,cut,-f-i - -- on trurl6 former bnsc•s ` lypc 2 Pull Box WATEHTIGHT CONNECTORS rdenE. Descrlpi-Ive S'yMbol No I pL isre Sizes 10 h I r • SIATE ' F MONTANA STATE HIGI�WAY COMMISSION - - - L I C H F r e v4h1-1r GivcuIt .vlru .l. 1• u4r.�n,5 ) - � I�.����I�T y ✓r .��LL� I IV �C .6-b 6 � I I20114 Lf Volt � - - �crv, C'r k 1.77 - ! i3""krf I '"nYY,'fret Citl rr� 1 _. ✓` y -, - _, _ . 71 Iv" - L E - rV,)�c L)o '/;` .NeCTIOM A-Ar Section ,,A_Axc — -- — �� -- ::e� S10 OWG. fUc, 87-HA i A� Ih;to�. f-5• Detall 'C`•- Dei'arlV I pr Detail 'F with 15 ,y ,> otfsrt q� E F TA I L 5 — 110/240 Volt 8er•v ce .i.:r, t�:_ -�� by Power Co. -- - -- •�.T.�. Nn 4 Aw'= { arsfornu �, :_ vJo+arts 1 t Cabrnetzy, o� e - Auto - Cff '`Ian.ral Swlfei \ I STATE OF MONTANA J .,r��l " '+ r oc Eii _�n+':_r'S --T �r�' i'—. helot._ c: Pole -_ STATE HIGHWAY COMMISSION --RC)i E T NO. ` -222 (�8) t_ , g �X mun� Ke'-I-' o Llgl,rs A un,u.,,n A-oy 60O , -? rF — - -- 1- Frc>i__ -I,._ f ,� , ,n�,,, rn�:� ;.�,..,,t '._ UGH ' ING DE—'AIL SHEET � I, ,, - FRVICE � CONTROL_a____tM3l_ a5f rm X w RiNG_ UTAGRANI C I Y �7f OF �EMAN �N BX4�y� 0.188 J r,�SOprEO ramp _crvrrc - - - - DUN Y ALLAT - Iz' SECTION '\A-Arr qrR s , Ili". t,' X .4rP ;?AWN N�4 ;�,-'TE-E4NI -- 9 F MM "TJ V' 3� 0 LJ U ca Q J —_____ -- O— L Z --�t— I 311 — � I�I ) o 3 OEX. O e � II —w— — — — — MAIN ST. I"C 2'BAWG —+� I"G 2"SAWG / 66 O _ —•— O ---—I x 4-4 5 O I O 3 �I m -] I'C-2"BAWG II J II V a L_� 1201240 Volt Service by a + + Power Co a� • w a lh a r 4tctj,�r, STILT �7T wI Y E 40Nr�,COMl�( l000 Wait M.V. Luminaires ' Legend 40o Watt M.V. Luminaires STATE OF MONTANA STATE HIGHWAY COMMISSION PROJECT NO. F-2220B) LIGHTING EAST BOZEMAN I CONN. CITY OF BOZEMAN I DEED i _1 s 13_6r- COUNTY OF GALLATIN RA SCALE:SCALE: 1" =50' ` TRACED --- CHECKED f c AE vi5E0 DRAWING No.TE-E-379 - - vED aID k 0 Q� Q, . I I \\ 9. 0 ; = — _ - - -------- - - I C 206AW� l c z�s gW -�-- - i _ l G — _ MA Q� Ex Rj�� —� r 1� 2`6 A�v _ _— _ — 0 _ �N ST VC /2 - 6�WG 1 �,1� �z0/24O V. � h•q "-_fiery/� - Q STATE OF MONTANA Leyand JOOO Wat+ M.V Luminaires STATE HIGHWAY COMMISSION —400 Waft M.V Luminnrrds l PROJECT NO, F-222(IB) LIGHTING EAST BOZEMAN I CONN. CITY OF BOZEMAN DE56NE05-rs � COUNTY OF GALLATIN DRAWN SCALE: f -50' RACED CHECKED REVISED REvsED DRAWING No.TE-E-380 = r z nee O N ' 15. R/W- --- - W —NG— — — — — — — — — —NG — —i MAIN ST. US-10 Li 3 i X R C'C-2'`8AWG ^ r J�—- �ES �W� TYPe 2 Pull Box 16 � P O 21tS0.8 END F-222(i - 21+So.g SEG"E"UNE EH5T B0Z EM,9N INTER. G�ECFI VE NOyj81 sraTF H�;, q4 BUnr, M Legend 1000 Waft MV. Luni,nglrCS } — 400 watt M1/ Luminaires STATE OF MONTANA 1 STATE HIGHWAY COMMISSION PROJECT NO, F-2220B) LIGHTING EAST BOZEMAN I CONN. CITY OF BOZEMAN �` •���� ,. p „ ,.F COUNTY OF GALLATIN _ _ SCALE: 1" =50' Ii"sCEa e v�sEo "t,5ro - - — DRAWING WzTE-E-381