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HomeMy WebLinkAboutLincoln Road - S 11th Ave INDEX OF SHEETS STATE OF MONTANA .T -- A D T 1968 - 4262 FRS MONT. II 915(j I TITLE PAGE SHF.FT No. / qpT 1991 - 9500 OF IMPROVEMENT pHV 1991 950 DEPARTMENT OF HIGHWAYS STATE NUMBER-------------------- OF IMPROVEMIiNT SIIF,F'T No. .Z PLANS COMPLETED._______________ 5S-45y S(IbiMARS' SHEET. .SHEET No. z D CONTRACT COMPLETED------------- - PLAN AND PROFILE.SHEET No. T CROSS-SECTION. . .SH"T No. e V 25 MPH. MASS DIAGRAM . . SHEET No. // PLAN AND PROFILE OF PROPOSED -- — — FEDERAL AID SECONDARY PROJECT NO. US-449( US-449(S' U.90-R/W US-449(2) CONST. — — — LIN —S E. I ,� :� LN R AD . l T H. AV E ,t .. -p, (I:a.'..,,. .• .:�( .aa(. _� Y,, SO. 11T" AV'E. — BOZEMAN f " "'" CONVENTIONAL SIGNS -+ - i GALLATIN COUNTY STATE A.ND NATION AL LIME LENGTH 0.197 MILES CITY,VILLAGE OR BOROUGH LINE. ... rLINE ;v TOWNSHIP LINE wr r•�4».I� 1 %.siy •••.r� IOH LIN[ 1 5 Iy,( l 4.T i'.a � ••••«= `[ja Pe•e.rw � �- � SCALES RESERVATION LINE. 11/171I1�7A//!1l/lllp/lAlA71A7711�R➢ • - D I.-LINE . Lw :al IW t HORIZONTAL: I Inch= 5 Feet ,.. �.S t j` r„�( x �°"• ���' � �,'• I i;}`` � �( I --(- VERTICAIa 1 Inch= 5 Feet DNPGUARD RAIL _—„—II—�I— r '✓'� ' �� 5 — CROSS UNFENCED PROPERTY - S SECTIONS--IIOR. !i< VERT.: I Inch— 10 Feet f .•-° or:«. »r- r,; =' --• <. I s REDUCTION PRINTS 4i ORIGINAL SCALE RIGHT of WAY uNE 1 ".s o s A. f w �� ••('-� ' A% + J v RIGHT OP WAY LIRE IE CED .. Y�-%--11-- \.[»[u+l•l'. rnn • //s.. B c Avlx AY -__- \\ � L« Ia"—_L- � L ;— � • TRAVELEOW ».. RAILROAD. - =(Y(N _ To BF FURN/SHED RETAINING WAILS Pax »�NRA. S.S(rB B y CONTFIACTOR- BASE OR SURVEY LINE_ I o LEI CULvf RTB IN ILACE(PLAN)................�— _ NEW CULVERTS(PLAN).. Ef!SYSTEM NEW C.LVERTS(PROFILE)_.._...._.... • TO WE:S7_YELLOWSTONE TROLL FRROUTE50 / TROLLEY POLE _ 60ZEIVRN \ / / f FF.SYSTEM E -- + R POLE -- � TO BELGRRDE TE INC/NC CITY E Honf OR TELEGRAPH►OLC.. ` ..2 ROUTE 2 N__ ....... .�,-.. ,.- POP/33bI F - _..... ....... /9G 0 CENSUS. � ♦ '�""� `� RIPRAP ............................... LEGEND OF COMPLETED WORK GRADED ROAD ♦(�OOO yt f // // GRAVELED ROAD �Oo i0 e OILED ROAD _ 0 000°� UO 0��•�O f� •Q O��` •• l F9 SYSTEM Q ��.� '` o'o ♦ ^O'j\`n��OQO' TO L/V/NG STON ti I r %e \l STATE OF MONTANA DEPARTMENT OF HIGHWAYS APPROVED: - - -- �)c.NTaNy �( 19 0 JACK R_ _ HJ.ANDERSON m BECKERT O DIRECTOR OF HIGHWAYS v� 205 ES e O C BY ,STJac°yPi I rn a ADMINISTRATOR NEEFI 0 J LL ENGINEERING DIVISION z z W Rf - U.S. DEPARTMENT OF TRANSPORTATION O FEDERAL HIGHWAY ADMINISTRATION +� ov r rQ-H APPROVED THIS CONTRACT rn rn DIVISION ENGINEER DATE I 1 - - � R��//fir - I f.___ _ _ r _ / 1 I - it _ 4, i JJ,i , i i -1 71 t TYPICAL SECTION N0.1 f ' { TH OF R AID 144. 7`'' - LING = l J�7 F TQT: .L 4rVllY-Np BRA �- n+l ooro I3+ne -- NOTE NEW 5 SIDEWALK _� ,., ��- - _ - - - Il BACK OF CURB RT OF �, { I ' •1 STAS 7458.5 TO 10444.0 _ _ ---- '- ------ - A{ r - _ CUBIC YARDSFFF -r - 45.0 .. --- STATION STREET EXC.I :EMB+ HIa UDS 14 - 100' PARKING 12.0 DRIVING LANE 12.0'DRIVING LANE „�100 PARKING _ _ -AD SIDEW4LK 'I O+OO 0' - j - - - --- + l Lq 41.01 TACK W107H VARIES .I I - ___ SIOEWaLK �: JL. ..5Q9 /38 - - - II 2/ PEWS N PL-0+01 Ot ~ 1 I T1 I- -- pSIOE WALK -" PROFILE GR.=FIN GR. TO 6493 - - LI+1 - _� 6I 1 i .q.....r ....;n7�E5�3 ' - *025'COMP CR TOP SURF TYPE"A'"GR.2- - 9 509 J C F-�0 L$ 44 9(2] T - I -1 -TOTAL I ( * { ED tD p� I _ _. ._. ' -- -_- 0 25 COMP PL.MIX BIT SURF TYPE 3 E -_-- -- -r 0 50�COMP, PC MIX B/I.av5'E G'AZ/ _ -_PROJLCT. - - __-- A 3211 C.r:E><G SS T 8E MA L WITn hl.lUL.70 B, )PI_-- _ r - - _ 0,75 COMP CR.BASE CRSE TYPE'i1"GR S : _- r 3(6) 1__ a� -l� TO BE ABSORBEL7/N!//V77 - - __- �_ _ _ j.I. B/O FP le so.. YO..VEw c-ewc. S/OE/✓ALK• CROWN 0.02/FT ^, CROWN 0.02%FT - - - - - -_+ - _ - 1144- - _ ,I QUANTITIES GRAVEL BITUM. MAT L. SURFACING a ' 1 - LING.,. .. UNIT rou ra�5 :di//kv naarrL GALLON! PC MIX R:wl(�-B/7 PC MIX FC.A(/•Y 9/ TALK -'E LYT6T43E SURF TYPES B/TEASE SURF.TYPES `.1_ FFtp I TO. GRD$$. ET _ _ _ 'P p2.•�vX B/I^ a'B/ .4'.�NY.rB/l. TACK RE,P�IARM(S f i I I. /44 75 _ .__ rimE'A su.Pir�ta- u�S'•/ ___ _ �I. AREA SO. FL 34 750 20.500 10.250 - - O+0 �4j �I t44.0 1044_❑ Z4BG /S2B !'76 7 95I TYQICAL SECT. NO I :CU. YDS. PER STA 128.704 75.926 37.963 - - - II+103t3'S 9� i�2 /25' 239 : _1JQ1lXH.C�NNSO. YOS. PER. STA. 455.556 455,556 455,556 455,556 911.112 - w - TONS PER STA. 238/02 /4G.3f7 73./7•>t 7.9/7 Q.7.56 -o - r - -_ -_ ADDLTXI ING / GALS. PER STA - - - - - 91.111 17 - - _ ... -_ T -I. _ - G�ZZ. 1230 US-449tZ� ,i- - I. _ �-� ::10+k?F.p G ZO9Z /O/O ,O2 a5 rt ��fi - 1 T $ ++•f ICI -- - --- -- -- r - _ .-- -+ - .- - - - 04 +11- I , � ,Y_ I- ; 41,11 --- ---- 77F ? _+ CLE GRU89ING _ Iff ._. _. __ - _ c#-Q RJO.oe S4 _ _I !INC IOl :N' umr Pnl -- c $TA�1ON - .. T NS _GXQAV DN:T�;8 _ III 1 Ax .__Wf.LI/X.S TfIMINOI�/MER AL/95 LBSPER GAL YL al, ._ i; __- __ CE BIC F.1R - - - _- ..___.. ' _W=�MIX BA 81�O/1r65y DF WEIGHT OF PL. MIX SUREYVS I __ ��iY � - Ps,IJEapz rn arz rt ?� " MAR S rE=,.'S1/.OIr WEIGHT OF PL. MIX BASE. _._ � - __ f �. ____ _ � _ I �FROM TD ADD-�XG r�B DqJ€ ,t'.Y SGRF try :�y'p ylrs.LM.IT '� y - I. ..------ - --_..----- .- K MONUMENTS M -- _ - - L D.BETWEEN PL MIX BI�SURF •I-_I �- � f � -0+12 6+00.0 : 1( : : 3B ,�J ;j /3.l 0.84 8 : FIN."ITC),'PTW.- . IF7$ 810 G EN R7�7)f Sp 1IT.BASE PL.MIX.BIT iSURF _ - _ - --- ., .. (57;1 OWG 96 pl). _ _ I _ EMOVE SDEWALK.16.5 0238 RT _ IF _ _ _ : - QNC DR�NAY 1 'TO 24'RT. ._ } D 0+83 O+HR - +E } r - i. ___ __ 1 I_2-NER C._NC'�Pk:'JECr M 2+Ia 4 X Lc �P,�S D.79 ! LMLIVE STREET RT. .I ,j I�:•. .i , _ ------ _ II ..,- r ��jr ��7T/� ff���� 5+3 : 8 0 1 -r- _I. .. _. :f1��L//'7�/71LS - - 7+. 4 - --- --_....... REMOVE" kW LK_20'IT0 30'.LT. .. __ _ _ 34 ZS /Z:. 1.25 ?.7,P 8 W_BABCOC -_�L.fl-�-�- ' -- - - _, y_ .- -- - - -- I - - _ 5D-4: 13G 73 /Z ^.?S .^..7d B W_8A040 ST. LT. - .. • _ : ■ : SC7.PF.007.t�G rG;�,8'::4' 4P�":P�?�:-Y:5' .- t . . _ li '+ ---- -.. .,. _..--•_- ___._ ... _ _ 0 0+95 - .. < __ 0.84 B INLET DITCH HPLT.N Q._ _ __ ! ---_ -_._- .- -1l.(IC _. _13+73 - _ - E _ _ 36 „� _ REMOVE:C IR3 n 01L k RE:a a.5: ... - V1fEW CONC. CURB U GUTTER bw . Q. YD4 NEW'' ONCRETE SIDEWALK - - lsro owc iG of - _ p s�Be' :>�9 t ►6-zs �c-_ ON, FT NEW CONC.. .. --._ _ _..STATILN I :'. SO.YDS W 4" Sd YDS NCW 6" -_- GUTTER REMARKS _ CONC. $IDEWA�K CONC. S,DEN'ALK - - --- - T FROM TOI� _ STATION .. LT, j HT ,. u L . r0 fiO3.0 7+IZ2 76L3 j INCL. ISRAD. RETURNS -O+03.0 2+973 341.4 IN(:L. 1` RAD.RETURNS f l 19W _ _ _,643 6+B 72 <_ I NW P. � I-3+, NC L� �5 RAD.RETURNS I+26 � I'I7 f 59.4 10+33.8L -HEz"RNs +4z 2I r NEW l s'sD�w DETAIL OF NEW CONCRETE STEPS LT. STA. 5+43 c 15'RAD RETURNS .l 1+3P 01 10�1L3 .296.E INCL I IS B 1 25'RAD -}y-I . 16 .13+E79 300.0 IN L. I DIY .URAJ:. RET:'RhS If Zf 70---,---3Z7-76- .':. - -! ::: 'f2 NE!W 6.5' DEWACK_-: ..,_ 7+ l3+72,8 3C' IYC 1 i IA I .*.T. NEW I:0 EWALK 7.. 24.� ,. .... .._ _:_wb�IN PI-;C•N MAIN,SNt1 - - 34 661..! 5 4 391 - - n ti C('NN TO 5+32 7+32.2 /// - DE WALK I F 026 C.Y CL.'b D��CONCRETE I - .- r•- •SIDE WALK - -- _ 2. E•. L- 65 9 :337 Co �`, 19 NE.'W:5.0' DE WALK : - COST OF WIRE FABRIC TO BE _ 3'-O� i0i OF STEPS 70 r 3+39 5+55 Ma7G}EXISnMG ,. d -1,0, r'-o" ABSORBED IN UNIT PRICE BID _ _ - 91DEWALK L 13 U 5-449 -_--_ 5 F :NEN O SIDEWALK ._.. .., _. I� •�',r E%ST. T r PER CUBIC YARD OF CL."DO" .__ NEW 50 AA 7 I- .0`S1pEWALK -- I'1 _ - 7+58:5 10 I .. I u 4yy)1,'K°°_ m _ CONCRETE 1 -FEW 6+93 +80.3I 10+35 142 79 - NE WATER SIDEWALK �+ �,� _ IS _ 1 __ o dk6 �.e� WATER VALVES IN !-4 -NEW 50• SIDEWALK : .•- ' WIRE FABRIC ADJUST TO GRADE f__ + -1 = - +C: +A 5 NEW 5.0 IDE WALK 3CY TO Cd RT. i _ T �-�-� - - - m STA 710N LT __ :- R7. REMARKS I 1 I_: ---- - LL Iiiiii fill] TAL 253 0+75. ; i'-�� 23RT - __� _- - p-TE 70_C7,25 C .t�1P. Cn' TOF�S✓74F: P-A,vR, `'.;��.4 CEk7 ll.^ _ _- 7+26 _ , ti : 17 LT_ - iVEW'.C'OiIC. S'CyE ✓Y9L h" S IfJL L.8 S' O/N;UN/�£ - - ©Y� nEC FQ, YQ. r1•' r o•s'C• - \ --- ---.�-- I _ ..�AiEW• s'p€wa}Ki; - - { r j C- -{-� `6'X6°X6 GAGE WIRE F48RIC I TOTAL 2 ''tti , 1 -'It _ -'r j --� 11/p CL. T ILLI �: - - _ . , - { t , P.9 V�'fyIFN BFT _. __. - - I- -,- - - YEL -pw P / 6 GFL,_S. - - - - - -. _ ! _ -r _ --- _ - ------ - - II A-1 - - - I E I ; _ r r- I I , y�1 �' -- - I I ' i I - - .. mat f - - -_ 1 } 1 1, Jill - _ - U,�C PLATE 3,CROSS SECTION I1 L REVm 6 1WR CO. ••: :N • $ g u ... Man : • ::::n ® "rC: NIB I:mNI Cilg'e'a3eeg=eeEe e;: :e .„n ine::�=nli��wig HE Mae a E3�::geeaniaeE=eEnee .... _.■'■'■\•sa :le Ii{il:m....��......A.....N.....NNIgglll■Ifna•BBnY..........m::aH Has ® ..... ........ ..■. ■"IAN..S.■.....Y .............. : ••e•Ne ........p.. 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Ma. ei ,g�� mile �i� gill111EWNI:NNlIlI1H ill fii'i nuee:::::e::s:::a:BHanfi:aan:::::::::::::::::u::::e:::Mai:lasflfl�n1g3�1::f :Wf�13i■N::::::::::::::uu::s:::::s:�ssse:«Ma�lfe:mmBBBBYBmmm•,:a:::•:::::m::::l:::roil::::::::N :::::u::«$ilinimi:imilWulliigi�Ili nil I BEARINGS ASSUMED FROM PROJ. F-203(5) - -- 5 � 10 CURB OPENINGS (SDD Notes) �I O y 1+87-_TV CABLE X-ING f 7%+8N06-E C96TEL.LNES J WR L/HEX-/NG It I426 TO I+42-16'OPENING RT. O+OB-3/4"WATER LINE X-ING 6+50-WATER METER IN PL.17'LT 2+10 TO 2+26 -I6OPENING RT. ,141 C4�DEEP TO BE ADJUSTED TO BE MOVED BY OTHERS 5+47-B SAN.SEWER X-ING dB DEEP N J�-. � W �� Z ,US-9d9(2) 5+16 TO 5+32-160PE NING LT, U N DO NOT DISTURB 6i27-6TEl.B 4 PWR.LINES ,Blz E+25'CLTEL.LINES X-ING ¢p BY OTHERS %-ING t 22�CL. Y) LUMP SUM 3 5+39 TO 5+55-19 OPENING RT WATER VALVES IN PL- ADJ. TO GRADE ,W\ W¢p D+10-3/4"WATER LINE%-ING CLEAN OUT 112 LIN.FT.OF o u 10+23-1 PWR.UNE 4.4"DEEP TO BE ADJUSTED 0+75-23''RT. r4 -� p E 7+34-2r'81;L2 GAS LINES 65's X 40'R C.M.AP. IN PL.LT. ��X; X-ING E 2d CL. O) 1 BY OTHERS 6+50- 19 LT. 7+39-TV CABLE X-ING l .� %-ING 11.5=DEEP TO BE mQ W W 16 CL STA.10+75-UNDER W.MAIN ST. ¢Qyz 7+26-17'LT. 7+40-6"SAN.SEWER X-INGLGDEEP p^� N ADJUSTED BY OTHERS J�N NEW CONC. SIDEWALK = 6+68-1'WATER LINE X-ING TO BE ADJUSTED BY OTHERS (A IO+IB-INS7ALL 59 LIN.FT. 7+42-2TEL.6.4 PWR.LINES N;'_`I o+ -O+OI TO 5+16-287 S0.YOS. 4'X 5'CONIC.S.W.LT. F E 41DEEP TO BE ADJUSTED 5+43-NEW SWIDE CONC.STEPS m X-ING E 22�CL. 2� 2"ROUND STEEL CONDUIT +z }z -�+26 TO 1+42- 12 SO'YDS, d'X6.5CONC. S.W.RT. BY OTHERS N BELOW SUB-GRADE W,z TO CONN TO S W.IN PL.30 LT. I d o zm J 7 28-6"WATER LINE%-ING E - 1+42 TO 2410- 1 I S0.YDS 4'%1.5�CONC. S.W RT. 0.26 CY. CL."DD''CONC. 2+10 TO 2+26- 12 SO YDS.eX"CONC.SW.RT. ^ 4 EP TO BE ADJUSTED BY ^ , a SEE OETR/[ONSUM.NO./ OTHERS 6 r� � 4� 2+26 TO 3+02- 13 S0. YDS.4'%1.5r CONIC.S.W.RT 4 1 O Oh (t> fo 3+61 TO 5+39- 20 S0. YDS 4'%I CONIC. S.W.RT. C I O �Pa`4 O O �\ A7 -•� ' v Q�� d� O�W 0 5+16 TO 5+32- 9 SO. YDS.6"X 5�CONC. S.W.LT. J j I 4 g O )C W� I 5+32 TO 7+322-III SO. YDS.45f 3 CONC. S.W.LT. v P �- t� I i W 1 y- `I- /0 h7S/ENO(/S•4Q9!/)S!/R✓ to C c3" dt• m a� -USE EXI^.T R/w-� 4 ��h W Id �QP 5+39 TO 5+55- It S0. YDS.6'X CONIC, S.W.RT. O 4 I 1 C C e= I` _ \ r OOF�3.A ON F•208lS! 5+55TO 6+93- 16 SO. YDS.4�XV CONC.S.W. RT. O MI �• -Dl W 7+80.3TO 10435-142 S0. YDS.dk s' CONIC. S.W.LT. Z 1 •h �� 2Q` '� o y mfi \(�h +y- V4�° O C �f� d 7+SB.S TO IO M4-159 S0. YDS.4'k5 CONIC. S.W.RT. 0� II7 �rUSE EXIST R/w ,v (,I • �i.. -.=ml r• a Z W 'll _�1 t jf) pI Vp� yCFi I� cI j ll p 0 c i Oi t f so I MQI .�� � �,•_ _ ?; - zT I �iV) 1N I v //t/OOBEG.NO.//r'//4VE.CONN.= _ v j 1 zr7�o'Li + ✓V a y 400hB9.do 01v R03eS) 0/ 06 50 B. -� .O/O 30 E. V ST�.7 96" y,i I• - �k- ___ _ _- - - -__ __- .__ - - - d_�Iv I � - - -_ - -. - p �•c `�� ;ryry'! %}V-Vo/va VV Q �T1L __ O / -� � �r �D oARK/NG AREA(A9PNA LT A� O I �.., h * ,�I 'y^•^v ��• cy�1 40//•Z7.Z _£ NO. // 77'/.AVa 1 o FI ! 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ONC L.2-IS R.'RETURNS) -- - -----= - - - - - _ - -0+12 TO 0+000 0+95 2+ff TO 2+24 � _ -Y -- - -- - - -- _---_ ,_ TY H 0 _ Eft .CI ���111 -__- _ �- 9 INCLUDED IN ROADWAY QUANTITIES CONN.TO PT.W.[ INLET OT LT. REMO�CON DR W'IY I`} _ -- C �� ---- -' - -- +42 TO 5+46 L - ST .. NNW ---- 0+83 TO 0+88 5 C.Y. ADD.EXC. iN PL T1S2 RTi - ---- _ I REMOVE SIDE*ALK 4-PL.__ _ - WE --- L ST __.-_-�---I REMOVE SIDEWALK IN PL. _ 20'TO 30 LTi# '..- _- - _. �- SI UJ P CI7X __ __ 16.5T023-(3 RT* 3+30.¢- -- - - I__ - -- -- _ - - BY WHEf3 -- - W.OLIVE Si - - - --- --- -_ - CUR S Ii TT ER- --- -_ _. CONN. LI_ T- --- I-- -- 7450 M 10+34 -"- UL! - • _ 09 - - I _ _ __ 4825 I. _ _ -. -1.1 _ - - ___ I FR C.Y.CM TACK OF S DEW -- --- - - - - - ---- - - - -- 111 , 1 -_-._ -1---- - .-- - CONST.LIMI -- W EN SI 0 A� -0 92 _- 36 R.CP - - -- TO TS --- --' irtr I - - -i--zo -59 Q_Q123 -- I - 15 - - -- - _ - -_ - I * 2� 10 _ I o r o 10 ya�sy - - -- -- - - - - - .r- fl`L I I W 05 o - - .L.- - - -f- - - - - -J --- - + - - __ -- - - -_ - _ - - - - 4800 - 4800 ._._--- -- o� T - -- --- 2-m - _ _In p_ 0 I - 2 3 4 5 6 7 8 9 10 __-.. ..--��-.__-.._. -- ..�. �-. .-.•_. ..-s.- -�-�_____.-�.-._-�. .-__- -� --.y -i-s--�nTC I-PLAN-'Rl1PIlE Y.PR':11DDAN0 TD:FlI[D.IICR i'f?CD..Ltin'+ ' //F04-!o"WATER L/NE X-/NG£ IIt22-IS SO.YDS.NEW II+40-INSTALL 48 LIN.FT SEC.IL --2 -.' ' 4 CONC. SIDEWALK 30'T060 415 44.9(2� ;5 RT. 2'�ROUND STEEL CONDUIT t � TWP 2$ RGE SE /0 o�N BELOW SUB-GRADE a 12+60 TO 12+76 NEW 16'CURB OPENING RT I � • -_ .55, i5' _ s Safi/ STN qo o f B3 L?O T F 20315) 1 v; STA.13+72.0 END No.IITH AVENM USE EXIST R/W CONN S LAWN NORTH 114 LINE SEC 12 — _ ydNr N -_ -_ Eaiaf R�W-�_ -_ _ --- et _ _ •w SA w PAVED 411AKMIB�yOT t .•w--� n �--401+272'C111T sFA/ _=i 5__ r 1 u �• «v a � — - rr 136 20 25 0 BLOCK 4 SPRINGBROOK ADDITION �a - USE EXIST R/W on - �-000lB3ab ON F203 lS) �� ") , P �J mj M XX= � A` r LEE _ C t4P - - - LZ TTF_ M0IEXI FX5 _ —TD-� MUM 'CURFF ;IT 4815 - -- - DEY n r, - — — — 10 J LW m W _ _ ix d i i - 6 EXIST 516 - - r -- --- - :- CURE a UyC PLATE 1,PLAN-PROFILE 0l G aeufFef a esseR co. I (�IeOo/vU L11VC FED.ROAD STATE PED.AID SHEET TOTAL DIV.NO. PROD.NO. SHEETS A. e MONT' L 1 L 5 A 8,-1f"6ACKFL0W PIPEVENTOR• SE[SEFCo/�CLEL6C,'C[HCTON3,OPEQi//VALENT CG1f"PoeE55URE REDUCING VALVE-U5EC'L,9YTON90EE�/ESC�i £QU/VALENT. (3. ► \ 2"PVC 10_ SP.P/NKLFF HE-40S .4.PE TO 8E POP-UP �I SPRfNKLEe /-/EARS. ?. y 5HRU88_EY HEAD R/56,e PIPES AeE TO 6E %z" PVG G.5 P. 91VO EXTE/VD APPPGX, V-0-ABOVE 6ROUND / C/TYYVATE/.c IBC VVHERE/'/SE Z;A2E USED, SN/N6 JC/NTS fVeE No7, n �. 5 e �_L MAIN a" ,PEQU[REO. t �, o f t_ NOTES f vC L A7 F RAL. --�1 INTO T GF _ _•--• 4 II✓FG,E'C/N6 dfl,P/=6'/✓i/N ------ �� �f1 — ,,N0 w*,116,USE CONTINUOUS + �_ ,g//,PS F,PO/Y/ TOP INTO W.y,L5 ✓✓aEN- ✓r. rEE CR F- NOTF: (,'St TEFCON TAPE ON ALL E£/YIf✓NUFK pR4//✓ EVER'Pc%SS/BCE THREADED CONNECT/OAS. N/r, VALVE DETAIL COST of PEiNFOPc/Nc srLFL CCE:SSll0 co1vc PETc`;h/VG/A9h'/Vfi'CC E coVEF S/JACC T 6E INCC UOEC IN THE(UMP SUM 6/p FO,P EC E V/a 7/CN VIEW D E T A I L A THE SF/7NKLfP SYSTEM. <._ P/PING BE NO SCALE SNAKED IN TREAT HE5 MFTEP / 4p�4p. SEE SPECIAL P20v/9oN5 _ SHELTER STANDARD PINE QND C FNTE SEE MONTANA �_ ___ — FO,e A070MATIC DEPT OFH/GHWAYS STANDL/IC L)O,PAW//V6 1V0.67 ncNcuarr?o�tER CONTPOL SAEOF/CATIONS • / � Srz �L-1—_ H STPEC7 ELLS 2i' �), c—GROUND W/T2E PVC ELL 4601-T,/l2 TYPICAL VVIelNG DIAWAM /KtOc'T "CErI;Ek - v I (OT✓LY El6Hr STNTIONS SHCV✓(y) J) CF EN r/,PE Slfo'CTa?E V > I I FLN/V VIEW L - - - - _=-- -- - -- -� 1yoTF� 1.COPPER CONDI/CTo'12 HAC( BE Dlk'ECT t?UP./NL Wl2E TYPE UF/UL APFkc v�o• J WIN(; JOIN T DE TAIL 5 2.56E MANUAL DP41N VALVE DETAIL. NO SCAit E PLAN VIE VV 3.SEE ELECTRIC CGNTROL VALVE DETf+IL. NO SLALE 4 SEE SWINS JOINT DETAIL. S.ELECT.P/:. CCNT/C'OCCEIE'Pt."!✓/�/fG IF^/_ E•,<KNFL I^N[/C<-<;�Ey'/,vV/iCFN7: 6.SEE DE7-AILA. / v 6UCdNEP%4 O,r'EGvIVVLE/vT. 7}"gUICIC COUPLER SHALL BEFI hF✓/NBIi'D 33,BUCKNER13;O�eEpU/vfiCENT. / I_ /�ti// "/ //'✓ %'// / -/=A Nr'/ ,' lI 6j.SEE SPEC/HL PROVISIONS- f C4 / Fit EN7 j/VlJ r/ /lr, 1/ �,• � / ,77-\, rV•. Ili/� /V�� /I 2" PVC P/PE SLEEVE P/fEC/NF� S /`I yc //✓' 7ti N;'/ (i/ N /N T//E E PINK/Fc� v✓/ i - i L_t (�ELU� `__-- kH//YL�ik!/IitlW�•('JU';�h �— SUPF-ACE 80618LEk-RA/NBIRD 25008'BUCKNER 40,2 OR EQUIVALENT. 7EE 50 K,'OR FNAPPEC E✓itj L;k-y//V/i;F "''-F ✓E ENT/PE SYSTE/✓/. 0—l4'KA/.'1t1.�,Ft/LLC/E'CLE,POP-0P,2A/N8/,PD/7/NPF;BUCKNE,P403HP/= ` Oe EQUIVALENT. ' o— I W RADI L'„ 11A4 F CICE' E,P--P-In,,PA/NQ/RD/7/HPH;B t/CKNER 403 ffPH; I Itil OREQU/VALENT. � 1• I W//dF l0 S a-14',PA0I0S,QU,9,PTER ChPCCE,FOP•UP,RAINBIRO I7/,4PQ;8UCKNER403NPQ; OAP 600/VA4F1V7. —FULL C/R';LE,SHI.'U8 HEAD,imlvelRO 2900FLT-F;E'G'CKNEiP 403 SJF; -- ' OIP E U/VALENT. db—NSILFC Rc,LE SHP_U8 H6_R4P,411V81PD2400FLT-,yBUCtNEkj 4057H; /� /fLU i E LECT2/C C J,v %7,OL /h L ✓E OR EQUIVALENT F s a—;,t,,4PTEF e WC =SHP418HFA0,,PAIN81P,D a40CFCrQ;BUCKNEFc4035SQ, �f = � SCrF/C/E/VTS[ZETO NO 5CAL E 1)2 EC' ;i MLENT. B [)PAIN 5Y57-EM(/C41.YD/Y)i/r) . M4NU,41 bF,411d VAI VE (NO JCALF) SUMMARY-(ELEVENTH AVE.)- BOZE_MAN /s ' C<i�//✓ If1)I '":{ NG t ;�.': 'VALVE; IE<_ECl/�/G ,C. �¢' G2AVEL .ONTkCX,E�P VALVE cLECTR/C PVC-/60!'/PC.-) 14 !' V+1 - - - <<xe� I tag (ft) COfPER 4"CI JOI rS NT �� c� 4 I N_ ,,;1LWBACKFLO IzMIMAL k'Pl= cc� G(N�K ��NTROLCCN✓rl [J'zES./ CU.YD5. 5HELTF_�MANHOLE SEeVICE Der+l Fl=VrN ANGLE PFG'UCEP COUP a' 12^ 7 iFt.) s;pv/may . olio 530 ZI:- lIG 8h") 3,60c, 2/C /98 4 24 t ll5 1 9 4 50 /5 / / 1 4 / (O I C! /1' 11a1'T/TIc, LISTED APE FOP EST/NIATING PUk'POSES ONO' =_ DESIGNED vy_ DRAWN I� ' CHECKED REVISED REVISED DRAWING NO. REVISED STATE -Z Di F_(17 NO 6 H rm E-7 NO MNrANA IUS-449(I ) L2OFL5 (ELEVENTH AVE.)-BOZEMAN f7 f- 7 D+­/fi- Ll' zj 67 Py. 0— 14',e4DIUS F06L CheCC6_,POP-UP,R,011V81.e0 171 HPF,-BUCe1V6,e 40311AW.; Lil ole -Q&/V,41 ENT. cl—14'R,,Q ows,11,9e,- Po P-61AD,PN/N&RC /7 Iqp H;,Buo llpN, Ot CQ tP V,91-ENT. 14',fR01US,Qe),9e7-eR C,e tOUIVACCIV7_. FULL clec I C,SRev 6 NEAO,Rgllv,6 leo 2400 rz 7-,-,•eu c rlv,-R 403 S i F; <De 6-P Ul V4e FIV 7 Ah—IlAeP C1,eCe6_,G11RUe Ole FQ01Y-#llEA,T Coe EQU1V91,-1V7_ OR EQU/VALE-NT. M—jta'&ECIRIC' ColV7,'e0l V,91VCP Ce L-Q VA_1,-,V 7- , ,911V,61,er) S2�- Ul CON-r4-01- V4tV,-,P411v61RD STATE PROJECT NO HEET ONTAN US 449 (I) 13 � SUMMARY PANT MATERIAL MISCELLANEOUS ITEMS QUANTITY BOTANICAL NAME COMMON NAME SIZE PREPARATION HOLE SIZE FERT. TAB REMARKS ITEM UNIT QUANTITY REMARKS 10 YUCCA GLAUCA YUCCA 12-18'SP COLL. If3'X 18' 0 BARK CHIP MULCH C U. YDS. 8 3 PINUSMUGHO MUGHO PINE 18'=24SP 5GAL. IB"X36" 2 POLYETHYLENE SHEETING SQ. YDS, 225 4 MIL BLACK POLYETHYLENE SHEETING FERTILIZER GRANULAR Lbs 96 GRASS SEED-LAWN MIX Lbs 120 21 PRUNUS CISTENA PURPLE LEAF PLUM 4'--V TL 5 GAL. 18"X 24 2 5 CANES 4ft AND UP FERTILIZER TABLETS EA 173 EACH TABLET 20-30 grams. I 15 BERBERS THUNBERGI l RED LEAF BARBERRY 2L3'TL 3 GAL, 16k24" 1 5 CANES 2/2 ft AND UP PEAT MOSS CU, YIDS, 5 LAWN SEEDING ESTABJSHING SQ.YDS. 2,655 SEE SPECIAL PROVISIONS 39 JUNIPERUS SABINA SCANDIA SAVIN JUNIPER Id'-24'SP 5GAL. 18"X 24" 2 — -- ------- i � ' �� I LAWN SEED MIXTURE 7 LEDITSIA TRICANTHAS INERMI HONEY LOCUST 10'-124TL 1 -I I/2 CAL, 7-IOGAL 18X36 2 e% I /o 155 SEDUM ACRE GOLDMOSS STONECROP 4'SP.MIN. 4'PGT r N.A. 0 BOTANICAL NAME COMMON NAME BY WT. PURITY GERM PLANTING RATE PDA PRATENSIS PARK PARK KENTUCKY 13LUEGRASS 55 % 90% 85 A TRIVIALLAS ROUGH STALK BLUEGRASS 10% 90% 85 5 Lbs/1000 SQ.FT FESTUCA RUBRUA CRELPING RED FESCUE 32% 90% 90% 200 POTENTILLA VERNA SPRING CINQUEFOIL 4'SP.MIN. POTTED N.A. 0 10MAIN ROOTS NOT LESS THAN 3"LONG TRIFOLIUM REPENS WHITE DUTCH GLOVER 3% 90% 90 9 PRUNUS TENELLA ALBA RUSSIAN ALMOND 3-4TL 3-5 GAL. I 18°X24 2 4 CANES 3ft AND UP GRANULAR FERTILIZER FERTILIZER % BY WT. REMARKS NITROGEN 6% 2 Lbs/1000 SQFT APPLIED DUKING SEED BED PREPARATION PHOSPHORUS10% POTASH 4% 2 Lbs/1000 SQ FT APPLIED 30DAYS FOLLOWING COMPLETION OF (RON 3% INTIAL SE-DING OF GRASS MIXTURE, ITEM UNIT QUANTITY REMARKS SODDING SQ YDS 2,655 SEE SPECIAL PROVISIONS AND BID PROPOSAL f -- - �— STATE PtiOJEGT NO. SHEET NO o u s n y 9 <_I) L4^F L5_ DETAIL SHEET Q d Ga.RK CHI►MULCM ' pl J OLAw1T MAT t.4�p.�_ ' w W f= S P J , N D h J �-10 GA .ALv WIRE 1�- �' J W n oo 1j _1 1. Q z Y y'� 01-9 i •� Q t0t�17 k)JUO➢i.POLY E THE(LE)IE SHEETIKICr i xJ H J Y�9 a = L•r r Cp op r, Q e7 Q �� �Z Isa o - 3° 6A2K CWP MULCH I _� I "�d z� 3 05 0 oa !- -PLAt.IT MAT 60.1AL. n 44 Q Z W a)rl I Z Vic" d0 �rm m f a, 6 0 � O Z� Q i0 � 1•-1t�1, ")• _ ROOT 64 LL QLLO 0 d �� • 1 FE.271 LIZER. TADL'LTS OF TOP SOIL• 2 FE ZTI LILE2-rAOLETS fl-W VIEW-SHRUb 5ED MULC.Wt�G- SECTION' -SHPJD BED MJLCNItAGr SECT10t - TP,EE PLAt4TIQCr AND TREAT MENT OCTAIL - TP,EE STAKINCr O 6C.A LF -- NO SCALE_ WO SCALE_ NO SCA L LAfJDSCAPE PI.AfJ_ IIT" AVE E0ZEMAN ST AT E F20.1E.GT 1,10. S'AEETUO MoQTAUA u.5. 949 (I) L5 CI L5 200 SPQ.ING CINQ UEP OIL E I C a- _ 4 5 AV l JUNIPE. a. -- IS RED ..E.A - Y 0 J fLPJE. -AF L 114 0N-.V L OC UST , 'r H O S \ - 5 9AVIN Juti11PER, C 4'c.C. S M UR LtP Lu NA m 5 d.r- CLus 1 u owe - �� GUST O _ /; - 40 o�.O Moss S OIJ O 1 A — � SAVE JU^I� 4 C-C. --- u IN A L ON -- \ M o f � \ \ W W J v/ t Sagoac) AtEA Lu — — I I/ f SCEOED A2EA NORTH I ITH AE V . -- ,�-- _1_ 0.uSSIAN ALMOND I� 5 PUQP.E :EaF PTU M C� S C.C. i - C �i Z �- SFcOF-D AUJ1 V 1 3 SAviN JUNIPE.2 C� 6 C C 1 / 3 u L I NordE.Y LOCUST, THO NI.,CSS 5 U — I 1-10 Cv LO C.U ST,THORNLESS p - -- -40 e'-OLD OSSSTO E O s l G.G, v - u GA S 2 G.L. -- � Af�IDSCAPE P � AtJ IIZ"- AVE , E) OZLMAr r7G 4LE. 1�1= ZOO -_ FEp.Rono STATE FEp.A'. sNEer TOTAL p IV.NO. PROJ,NO_/ NO. SHEETS 8 IMONT. US'Q4,9�7J I Ir SUMMARY SIGNING & DELINEATION QUANTITIES 0.204 Miles 0.204 Miles ITEM NUMBER URBAN MATERIAL E TOTAL UNIT SIGNS — SHEET ALUMINUM 35.8 35.8 SQ. FOOT SIGNS — ALUMINUM SHEET INCREMENT SQ. FOOT OVERLAY — SHEET ALUMINUM _ SQ. FOOT POSTS — STRUCTUAL STEEL POUNDS POSTS — TUBULAR STEEL 604 604 POUNDS POSTS — STEEL V POUNDS POLES — TREATED TIMBER — CLASS 3 LINEAL FT. POLES — TREATED TIMBER — CLASS 4 LINEAL FT. POLES — TREATED TIMBER — BARN —3" TOP 0 LINEAL FT. POLES — TREATED TIMBER — BARN —4" TOP 0 LINEAL FT. POLES — TREATED TIMBER — BARN —5° TOP 0 LINEAL FT. POLES — TREATED TIMBER — BARN —6" TOP 0 LINEAL FT. OVERHEAD STRUCTURE — METAL — CANTILEVER LUMP SUM OVERHEAD STRUCTURE — METAL — BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS — METAL LUMP SUM BARRICADE — CLASS I LINEAL FT. BARRICADE —CLASS II LINEAL FT. NOTE.' MILEPOSTS EACH SIGN NUMBERS ON THIS PROJECT GUIDE POSTS — WOOD — 5° TOP 0 EACH ARE /N COMPLIANCE WITH THE- GUIDE POSTS — SPECIAL DESIGN EACH (1971) MUTCD AS APPROVED HIGHWAY TRAFFIC STRIPING — WHITE GAL. (S) SY THE FEDERAL HIGHWAY HIGHWAY TRAFFIC STRIPING — YELLOW GAL. (S) ADMINISTRATION. DELINEATORS — DESIGN "A° —TYPE EACH DELINEATORS — DESIGN BR — TYPE EACH DELINEATORS — DESIGN CR — TYPE EACH DELINEATORS — DESIGN DR — TYPE EACH DELINEATORS — DESIGN °E° — TYPE EACH DELINEATORS — DESIGN °F° — TYPE EACH RESET SIGNS EACH RESET SIGNS — GUIDE EACH MILEPOSTS — RESET EACH REMOVE SIGNS EACH REMOVE SIGNS — GUIDE EACH MISCELLANEOUS REMOVAL LUMP SUM MISCELLANEOUS WORK LUMP SUM PREPARED BY TRAFFIC ENGINEER FED.ROAD FED.AID SHEET TOTAL DIV.NO. STATE PR--AID SHEETS B MONT. U S 4 49(z) 5 1 I I I O d p Z_ O O J O cr W W — —_—� a z I - W I F- V r � I — z Q 61 I 61 I I r UJ W I 1 3 Il I� 11�I z�a�I 1 1 S0. I i th AVE. o I PPARKiNG 0 0 NO PARKING r�ME t� N0. 11 th AVE. z vl los'� _ y N 105' �� -- b 8 White �NIA8Vd �411 Double ON 6 White { Yellow 0 N N —1 1 Z = I;- - — I i _ o N j a �Z IT)I -1 co ON�V ONfV o Lc J I Do STATE OF MONTANA r 14' I 111 14' DEPARTMENT OF HIGHWAYS I " t I 4White I z .Y. — PROJECT N0. US 449 ( I ) Q 8 White 1 STRIPING LAYOUT OF 4" Double u) NO. I Ith AVE. AND W. MAIN ST. r Yellow M CITY OF BOZEMAN W COUNTY OF GALLATIN 3 I 1 c DlsloN[o n '. DRAWN _ O lI/2O/7G R.C. z_ II�r( o CHECKED SCALE ID = 20' ff`-Yt �l REVISED Z 4a O— pEVls[D DRAWING NO. REVISED FED.ROAD STATE FED.AID SHEET TOTAL DIV.NO. PROJ.NO. NO. SHEETS s moNT. US 449(-') 6 �� O O O O O O 4 4 -+ o ---------- O Lc) — ---ems Or STA. 10 75.1 END US449(I) SURV= ! STA. 400+83.6 PO.T. F-203(5) SOUTH II th AVE. \ STA. 0+00 BEG US 4490) tl I DETAIL AA III � iI W 3 . SIGNALIZED INTERSECTION SEE STRIPING DETAIL DETAIL AA 19'1 _I15'1_ _ _ _ _ _ _ _ _ — �4'I YELLOW - - STATE OF MONTANA DEPARTMENT OF HIGHWAYS PROJECT NO. US 449 (1) STRIPING & SIGN LAYOUT NO II th AVE. & W. MAIN ST. CITY OF BOZEMAN COUNTY OF GALLATIN DESIGNED DRAWN 11/21/72 RC CHECKED ,y(�I//)1 SCALE I°= 5 0 I REVISED REVISED DRAWING NO. REVISED o.ROAD cEo AID SHEET TOTAL PDI V.N SIAIt PROD.NO NO. e -O US 449(2) 7 QUANTITY , SUMMARY ITEM N0. MATERIAL - TOTAL TO L TOTAL UNIT RURAL RURAL URBAN RURAL N 401010000 CLASS A CONCRETE 9,5 9.5 CU. YDS. 851011001 CONDUIT STEEL I IN. RIGID 1769 1769 LIN FT 851011501 CONDUIT STEEL 1-1/2 IN. RIGID 193 193 LIN FT 851012001 CONDUIT STFEL 2 IN RIGID 103 103 -IN FT 851013001 CONDUIT STEEL 3 IN RIGID LIN FT. 851101000 CONDUIT PLASTIC I IN. LIN F 851101004 CONDUIT PLASTIC I IN CONC. ENCASED LIN. FT. 851101500 CONDUIT PLASTIC 1-1/2 IN. LIN FT. 851102004 CONDUIT PLASTIC 2 IN. CONC. ENCASED LIN. FT 853010001 PULL BOX METAL TYPE I EACH 853200001 PULL BOX CONCRETE TYPE I - EACH 953200002 PULL BOX CONCRETE TYPE 2 EACH 871000080 ELECTRICAL INSTALLATION-WEIGH HOUSE EACH 871091409 CABLE COPPER 9AWG 14 -600 V MESS LIN FT 971091412 CABLE COPPER 12 AWG 14-600V MESS LIN. FT. R71100602 CABLE COPPER 2AWG6 -600 V LIN. FT. 471101002 CABLE COPPER 2 AWG 10 -600 V LIN. FT P71101202 CABLE COPPER 2AWG 12-600 V LIN FT e 71101402 CABLE COPPER 2AWG 14-600V LIN. FT H71101403 CABLE COPPER 3AWG14 -600V LIN. FT 871101409 CABLE COPPER 9AWG 14 -600V LIN FT 871.0!412 CABLE COPPER 12 AWG14-600V 422 422 LIN. FT 871120402 CABLE ALUM. ACSR 2 AWG-600 V LIN. FT 871 1 02 002 CABLE COPPER 2AWG20-250V /277 1277 LIN. FT. 871200200 CONDUCTOR COPPER AWG 2-600 V LIN FT 871200400 CONDUCTOR COPPER AWG 4-600 V LIN FT 871200600 CONDUCTOR COPPER AWG 6-600V 2560 2560 LIN. FT 871200800 CONDUCTOR COPPER AWG 8-600 V _ 440 440 1 LIN FT 871201000 CONDUCTOR COPPER AWG 10-600V 1029 1029 LIN FT 871220400 CONDUCTOR ACSR AWG 4-BARE LIN FT 871600001 FIXTURES FLUORESCENT I TUBE EACH 871600002 FIXTURES FLUORESCENT 2 TUBE EACH 872202501 SIGNAL. STANDARD TYPE 2-A-500-1 2 2 EACH 872202502 SIGNAL STANDARD TYPE 2-A-500-2 EACH 872202503 SIGNAL STANDARD TYPE 2-A-500-3 EACH 872202504 SIGNAL STANDARD TYPE 2-A-500-4 EACH 971301051 STANDARD STEEL TYPE 10-A-500-1 EACH 871301052 STANDARD STEEL TYPE IO-A-500-2 EACH 871301053 STANDARD STEEL TYPE 10-A-500-3 EACH STANDARD STEEL TYPE 10-A- 00-4 EACH 8 72 203 105 STANDARD STEEL TYPE 3-A-1000-5 2 2 EACH 871301141 STANDARD STEEL TYPE 10-A-1400-1 EACH 971301161 STANDARD STEEL TYPE 10-A-1600-1 EACH 871311401 STANDARD ALUMINUM TYPE 10-A-400-1 EACH 871311404 STANDARD ALUMINUN TYPE 10-A-400-4 9 _---- EACH 971320040 CONTROLLER CABINET PEDESTAL TYPE D _ EACH 871340002 GUY 8 ANCHOR ASSEMBLY N0. 2 _ EACH 671340010 OVERHEAD GUY ASSEMBLY EACH H71360040 LIGHTING BRACKET 4 FT. EACH 871360 060 LIGHTING BRACKET 6 FT, EACH 8 71 36 0100 _..GHTING BRACKET 10 FT #ACH 871360120 LIGHTING BRACKET 12 FT EACH 471400400 LUMINAIRE ASSEMBLY -400 W MERC VAPOR 9 9 EACH 871401000 LUMINAIRE ASSEMBLY - 1000 W MERC VAPOR EACH 6714 10400 LUMINAIRE ASSEMBLY -400 W SODIUM VAPOR EACH 1171500010 ELECTRICAL SERVICE ASSEMBLY TYPE A I I EACH 871500 020 ELECTRICAL SERVICE ASSEMBLY TYPE 8 EACH 971520201 SERVICE & CONTROL ASSEMBLY-?O AMP EACH 871520301 SERVICE & CONTROL ASSEMBLY - 30 AMP EACH 971520401 SERVICE & CONTROL ASSEMBLY—40 AMP EACH 871540010 PHOTO-ELECTRIC CONTROL I 1 EACH 872013140 TRAFFIC SIGNAL 3 COLOR I WAY 8 -8 -8 W/BP 4 -_ 4 EACH 872013110 TRAFFIC SIGNAL 3 COLOR I WAY 12 -8 -8 W/BP 4 4 EACH 872013130 TRAFFIC SIGNAL 3 COLOR I WAY 12-12 -12' W/BP 2 2 EACH 872020010 PEDESTRIAN SIGNAL TYPE I EACH _ 872020020 PEDESTRIAN SIGNAL TYPE 2 8 _ 8 EACH 872090060 ADVANCE FLASHING BEACON EACH STATE OF MONTANA 871700250 SIGN FIXTURE ASSEMBLY MERC. VAPOR 250 W. EACH 872110020 CONTROLLER SS TRAFFIC ACTUATED TYPE 2 _ EACH DEPARTMENT OF HIGHWAYS 672110021 CONTROLLER SS TRAFFIC ACTUATED TYPE 2A EACH 872110030 CONTROLLER SS TRAFFIC ACTUATED TYPE 3 EACH 872110031 _ CONTROLLER SS TRAFFIC ACTUATED TYPE 3A / I EACH 672120261 CONTROLLER PRE-TIMED TYPE 26 EACH TRAFFIC ENGINEER 872120271 CONTROLLER PRE-TIMED TYPE 27 EACH 872420001 REMOVE 8 SALVAGE ! I LUMP SUM QUANTITY SUMMARY 872410010 DETECTOR LOOP /2 12 EACH 872410020 DETECTOR LOOP UNIT EACH PROJECT NO U S 449(2) 872410021 DETECTOR LOOP AMPLIFIER 4 4 EACH 872900250 PUSH BUTTON PEDESTRIAN 8 8 EACH 872203621 REMOVE B RESET I I LUMP SUM DESIGNED Ilth V 872410023 CALLING DETECTOR RELAY / I EACH ortwwN II/2/72 A. R. BOZEMAN 972900500 FIRE PRE-EMPTION SYSTEM EACH CHECKED GALLATIN COUNTY 872 9005 1 0 RAILROAD PRE-EMPTION SYSTEM EACH 1±8 2:0�O:0 1�O4 POLES TREATED TIMBER CLASS 4 LIN FT, REVISED REVISED — DRAWING NO.TE-E-909 REVISED US 449 (2) y E I i i :7 ,. r i h.a 1 1 1+ A! M: A MAY:M'JI WE vM V 9U POUNIA MIN IM'JM P£O. PU5H 1 " ADaAND rAst'., SIN PED. PUSH _1 BUTTON � _ BUTTON ��_� • (5EE PLAN SHEETS) �+s.,5a Y _� s�..FSA i.g` (SEE PLAN SHEETS) MEF rER b 'RUSS TY?E t ,1 I:'Y A hi A 3 .•r t « i r i 2, I A .. , 1 al ! DRAA v Lt, 7E C 912 FED.ROAD STATE FED.AIU SHEET TOTATL PRO�.NO. NO. SHEES B MONT. US 449(Z) f LOOP DETECTOR INSTALLATION DETAIL 2'+I PULL Sowed Slot BOX PULL BOX -� NUMBER OF TURNS AS W MAX. _ ¢ INDICATED ON PLANS H W m U � y V Q Limit of rigid steel conduit O Seol end with Duc-Seol LOOP WIRE LAY NOT£.' CONDUIT WILL BE I/2"RIGID STEEL PULL BOX & CONDUIT LOCATIONS I°Bevel DIMENSION AS INDICATE ON PLANS PULL O �Q .;I� . I _2-'O"Diorn_- r Sowed Slot CONCRETE ENCASEMENT PAD FOR DIMENSION LDOP DETECTOR PULL BOX INDICATED - ON PLANS — — — — — — OVERLAP DIAGONAL CUTS SO THAT SLOT PULL BOX IS FULL DEPTH AT TURN POINTS OR0.1 CHIP SHARP INNER CORNERS. MAX.MAX THE SLOT SHOULD BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIALS. THE LOOP WIRE SHOULD --�- BE CAREFULLY PUSHED INTO THE SLOT WITH A BLUNT STICK TO AVOID DAMAGING ITS INSULATION. AN ELASTIC SOLID LINES SHOW SAW CUTS TO ACCOMMODATE EPDXY RESIN COMPOUND SHALL BE USED FOR SEALING ROADWAY WIRE LDOP. DASHED LINES INDICATE THE SLOT AND ANCHORING THE WIRE LOOP SECURELY, r RESISTANCE OF THE WIRE LOOP TO GROUND SHOULD Limit Of rigid Steel Conduit UNUSED SAW CUTS. BE CHECKED AFTER THE WIRE IS PLACED IN THE g SLOT,BOTH BEFORE AND AFTER THE SLOT IS SEALED. Seol end with Duc-Seol. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL DEPTH OF CUT ! i.- ° BE CORRECTED BEFORE THE ROADWAY LOOP IS SEALED o • ° - °. ASPHALT— 2 IN PLACE. • � • CONCRETE- 11/4' > THE ROADWAY LOOP WIRE SHALL BE NO.12 OF CONDUCTOR, TERMINATED IN A WATERPROOF 4"X4"X4" PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO A 2-CONDUCTOR CABLE (SPECIFIED ON PLANS)WITH A SOLDERED,WATERPROOF SPLICE FOR THE LEAD-IN RUN. CROSS SECTION SAW CUT THE PULL BOX SHALL BE ENCASED IN A 2L0"DIAMETER "DEEP CONCRETE PAD AS IN A CONCRETE SIDEWALK. SEE PULIL LESS BOX LED NAND CONDUITED LOCATION DETAILS. STATE OF MONTANA DEPARTMENT OF HIGHWAYS PROJECT NO. US 449 (2) LOOP DETECTOR DETAILS NO. IIth AVE. AND W. MAIN ST. CITY OF BOZEMAN DESIGNED COUNTY OF GALLATIN DRAWN CHECKED NO SCALE REVISED REVISED - DRAWING NO.TE-E 910 REVISED O STATE FEO.AID SHEET EDI V.NO. PROJ.NO. NO SHEETS R MORT. US 449 (2) ' O O O O + + p In O O r O r R L) U 3 , YL z �L, f 3 �I" CONDUIT 2 OF NO 6 AWG I"C-2OF NO.e AWG 120 VOLT 30AMP METERED SERVICE FOR SIGNALS.SEE DRAWING DN POWER CO. POLE FOR SPRINKLER SYSTEM I I I \ I I N0.TE-E 842 .NOTE. SEE SPRINKLER SYSTEM PLANS —. ----------------- `___ ____ R W R/W —� ___ _ I R/W — 00 c I°C-20F NO-6 4Wu' 111h AVE. O 1 O O I U OD O — U p Q '�I 120/200 VOLT 3 m SERVICE (DUAL SERVICE FOR SIGNALS AND LIGHTING) PHOTO-ELECTRIC -� CONTROL 120/240 VOLT I 1 SERVICE - I2'-o"-� NO /4 AWG PHOTO-ELECTRIC ---- -I- -- -- -� WEATHER TIGHT CONTROL I`- CABINET NEMA 3R LIGHTNING I V—S'E INSULATED CLEVIS� ARRESTORS AWG 10 TYPICAL 20/240 VOLT I �-r—AUTO-OFF-MANUAL 30 AMP S.P.S T. ) j' SWITCH SERVICE CIRCUIT BREAKERT. 9a9. a. a a. (40AMPSD.PS.T. RELAY POLE IDENTITY NO TYPICAL -ALUMINUM OR CIRCUIT BREAKERENTRANCE FITTING (LIGHTING)STEEL POLE L _ ____ ___J TO SIGNALS { } TO LUMINAIRES POLE SCHEDULE o =_ BARE NO.6AWG 1 MAST ARM FOUNDATION N0. TYPE ITEM N0. STATION OFFSET — -�5/6"x g' GROUND ROD LENGTH DIA. X DEPTH WATERTIGHT CONNECTORS I IO-A-400-4 871 311 404 0+04 IF 12, 2' X 6' SERVICE WIRING DIAGRAM IDENTITY DESCRIPTIVE SYMBOL 2 1+26 N0. B WIRE SIZE 3 2+62 SERVICE 8 CONTROL �� ASSEMBLY �� 4 3+87 STATE OF MONTANA 7 5 5+13 ANCHOR BASE 6 6 6+ DEPARTMENT OF HIGHWAYS 78 6 5' l0 7 7+ PROJECT NO. US 449 (2) 8 g 9+05 3"MIN A R/W a r --6 9 10+31 le Y STREET LIGHTING 9 p 9E POLE WILL BE OFFSET 1'-6" INSIDE R/W LINE. - I TO LUMINAiREs -5J 2'_0" DIA TO SICNALs II th AVE. BETWEEN W.CURTISS & 10 -5/e"x e' GROUND ROD W. MAIN ST. CONCRETE FOUNDATION DCSI.NE. A.P 9-25-72 CITY OF BOZEMAN POLE & FOUNDATION DETAIL SERVICE POLET DETAIL DRAWN A. P 10-3-72 COUNTY OF GALLATIN POLE NO. 8 ( I(TY Q CHECKED REVISED __ SCALE I" = 50' REVISED REVISED DRAWING NO.TE-F 901 FED.ROAD FED.AID SHEET TOTAL DIV.NO. STATE pROJ.NO. NO. SHEETS a a a � T O OB 0 l 3 a e "A 63 34 55 - AVE , V Z ao Q 46 sD 108 201 121 is 9 9 3 _ POLE SCHEDULE POLE TYPE ITEM NO. STATION OFFSET MAST ARM FOUNDATION 12:45 - I 45 PM 4:3 0-5:3 0 PM No. SIGNAL LIGHT DIA. X DEPTH I 2_A-5p0-I 872-202-501 10 t 12 25' LT. 15, 2' X 6' PEAK HOURS ESTIMATED FROM 6-16-72 COUNTS w 2 3-A-1000-5 872-203-105 11 +14 46' LT. 35, 12' 2' x 7'-6" AT MAIN a lore AVE. JI O TYPE 3-A-1000-5 COMBINATION STANDARD 3 Io+ae as' RT. 30' z' x 7-6" lO TYPE 2-A-500-I STANDARD } B-I and W-2 SIGNAL MOUNTING — s I 2-PED. PUSH BUTTONS a 2-a-500-1 e72-202-501 I: + 30 30'RT. 1s' B-I and W-2 SIGNAL MOUNTING x L s NOTE: LUMINAIRE MOUNTING HEIGHT WILL BE 30' 2- PED. PUSH BUTTONS ° a 6 Z I N I LL O I 45 O O + I _" I LOOP DETECTORS of I �1 i LD-2 6'X17' 2 TURNS NO. 12 OF CONDUCTOR EACH LOOP. ....... XI REMOVE EXISTING LUMINAIRE, SERIES WIRE THE LOOPS IN THE 4" X 4" PULL BOX. _O e' LUMINAIRE STANDARD and OVERHEAD ---- �� I L-IU 11 WIRING REINSTALL THE OVERHEAD "C-3 OF 2 N0.20 AWG CABL E, Q L D-3 ` / -6 I WIRING and LUMINAIRE ON THE NEW 6 X 17' 3 TURNS NO. 12 OF CONDUCTOR EACH LOOP O COMBINATION STANDARD. LD-4 PARALLEL WIRE THE LOOP IN THE 4"X 4" PULL BOX. 10/ - SEE SPECIAL PROVISIONS ITEM NO. 872420001 1-v2"C_1 r. I L 6 6'X6' , 3 TURNS NO. 12 OF CONDUCTOR EACH LOOP OF 12 O 17 O v �.r- I"C-I OF 2 NO.20AWG o° L- 7 SERIES WIRE LOOPS 5 a 6, LOOP 7 a 8 IN THE 4" X 4" AN 20 AWG CABL CABLE \ 1 'll CABLE a L- 8 PULL BOXES. ~ I' C'2 OF N0. AWO L-10 6' X 18' 3 TURNS NO. 12 OF CONDUCTOR EACH LOOP 120/240 VOLT SERVICE - _ _ ---_ L-12 PARALLEL WIRE LOOP LEADS 1.-961L-12 , L-10 BI L-II IN (DUAL SERVICE FOR - __ 7 O5 13 ANC ?OC 21N�F210gWG 14 AWG e E �� NO (� THE CONTROLLER CABINET. SEE SIGNALS DRAWING LNOHTENE901 I"C-I OF2 NO.20 AWG CABLE \�1� O le 11 O CABLE AVE, 6 V 3. TYPE 3-A-1000-5 COMBINATION STANDARD -- - --- f` v PROGRAM SIGNAL B-I and W-2 SIGNAL MOUNTING 15 4- L tI 14 T . REMOVE and RESET EXISTING _ I"C-3 OF 2 NO. AWG CABLE 1 i 2-PED. PUSH BUTTONS I LUMINAIRES AS SHOWN,2' ` . 12 . 12" DONT I- TYPE 3-A-SS CONTROLLER I BACK OF CURB. WALK / I SEE SPECIAL PROVISIONS 4-LOOP DETECTOR AMPLIFIERS I(/ ITEM N0.87 zo� 3621 - _ R B . 121, 0 8 LETTER I-CALLING DETECTOR RELAf I I"C- OF2NO.20AWG CABLE Y e WALK © g" HEIGHT m J 45' __ G 8,I � 12.I TYPE 2-A-500-1 STANDARD B-I and W-2 SIGNAL MOUNTING Q2 ® Qi (D Q to Q; I as a� 2- PED. PUSH BUTTONS ©® sQ QQ a 12 o ON =o I 13 14 L.Z `SIGNAL ATTACHMENT AND I,,N ALL BORDERS SHALL BE 5" 15 16 12 _ / WIRE ENTRANCE FITTING WILL a� I SIGNAL INDICATIONS BE PROV—DED OnN MAST ARMS. `� � Na �ACTUATEo��ON _ STATE OF MONTANA u I I I DEPARTMENT OF III ,I+WAYS I 11 �ti PROJECT NO. US 449 (2 ) MAST ARM DETAIL POLE NO'S. 2 and 3. ► `------ ♦I- 1}�� �--/.�_ \r PED PUSH BUTTON S I G INA LS AT ACTUATED ,•I' �+ a� NO. I I th AVE. AND W- MAIN ST. {T --- CITY OF BOZEMAN .—G„ED 3/30/72 A.P COUNTY OF GALLATIN DRAWN 3/31/72 A.P. O A O B 0 C CHECKED SCALE I = 20' l(/ (/ REVISED PHASE DIAGRAM REVISED DRAWING NO. TE-E 842 REVISED