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HomeMy WebLinkAboutFederal Aid Project F 50 - 2(1)88 - Intersection of Main St & 5th Ave DESIGN DATA �.T. .._. -_ M ANA DEPARTMENT OF HIGHWAYS 1 +T e . i-- .t A. D.T. ` D. H.V. GQ� - n - •- r,Y FEDERAL AID PROJECT NO. — — o ° �'c..T r, -+•••��� ,�, ��� 'r .,.��o....o � ~ _-ter` RAFFIC CONTROL DEVICES �; .. I" �' .{ �T �� �;�-,•T " �+ ..... r-w T LETTING GATEdm — . INTERSECTION OF MAIN ST. & 5TH AVE . " .`.... ""`. -z BOZEMAN • •°• • J` — THIS PROJECT FEDERAL HIGHWAY ADMINISTRATION GALLATIN COUNTY o' . •a II II il.. I I 'I 1' •�� 11 I ''I I'"'�J� ��,_. '��;, THIS PROJEC 1 Imo; I's ilh STATE OF MONTANA DEPARTMENT OF HIGHWAYS rt� •RELATED PROJECTSPROJECTS '�• ..r A '.r'-ii� � -t y�✓,�`�-�,�a r1 j1 [�•,_�a.-..J���/I� ' APPROVE D PPROVED. dON TAN, 19 s�`o JACK R MJ.ANDERSON BEC ~> DIRECTOR OF HIGHWAYS i 205 ES +.. . - n+..w• BY o ADMINISTRATOR 'f fy."STE sy? ENGINEERING DIVISION NEER ' U.S DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT AGREEMENT NUMBERS APPROVED. R W d I.C. P. E. DIVISION ENGINEER DATE STATE 7PROJECT NUMBER SHEET NO MONTANA F-50-2 (1) 88 E- I ELECTRICAL QUANTITY SUMMARY ITEM N0. MATERIAL -L N -LANE TOTAL TOTAL TOTAL UNIT RURAL URBAN RURAL URBAN RURAL URBAN 401050000 CLASS 0 CONCRETE 2.8 2.8 2.8 CU, YDS. 851011001 CONDUIT STEEL I IN. RIGID 345 345 345 LIN. FT. 851011501 CONDUIT STEEL 1-1/2 IN. RIGID 1158 1158 1158 LIN. FT. 851012001 CONDUIT STEEL 2 IN, RIGID 207 207 LIN. FT. 851013001 CONDUIT STEEL 3 IN. RIGID LIN. FT. 851101000 CONDUIT PLASTIC I IN. LIN.FT. 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 I I I EACH 853200001 PULL BOX CONCRETE TYPE I EACH 853200002 PULL BOX CONCRETE TYPE 2 EACH 871000080 ELECTRICAL INSTALLATION-WEIGH HOUSE EACH 871091409 CABLE COPPER 9AWG 14-600V MESS LIN. FT, 8 7 10 91 4 12 CABLE COPPER 12 AWG 14-600V MESS LIN. FT. 871100602 CABLE COPPER 2AWG6 -600 V LIN. FT. 87 11 0 1 002 CABLE COPPER 2AWG 10 -600V LIN. FT. 871101202 CABLE COPPER 2 AWG 12-600 V LIN. FT. 0 711 01 4 02 CABLE COPPER 2AWG 14-600 V LIN FT 871101403 CABLE COPPER 3AWG14-600V LIN. FT 871101409 CABLE COPPER 9 AWG 14-600V LIN. FT. 871101 412 CABLE COPPER 12 AWG 14-600V 1520 1820 1520 LIN. FT. 8 7112 0402 CABLE ALUM. ACSR 2 AWG-600 V LIN. FT. 671200200 CONDUCTOR COPPER AWG 2-600 V LIN FT 871200400 CONDUCTOR COPPER AWG 4-600 V LIN. FT 871200600 CONDUCTOR COPPER AWG 6-600V LIN, FT 671200800 CONDUCTOR COPPER AWG 8-600V 472 472 472 LIN. FT. 871201000 CONDUCTOR COPPER AWG 10-600V LIN. FT. 871220400 CONDUCTOR ACSR AWG 4-BARE LIN FT 871600001 FIXTURES FLUORESCENT I TUBE EACH 671600002 FIXTURES FLUORESCENT 2 TUBE EACH 872202501 SIGNAL STANDARD TYPE 2-A-500-1 EACH 872202502 SIGNAL STANDARD TYPE 2-A-500-2 3 3 3 EACH 872202503 SIGNAL STANDARD TYPE 2-A-500-3 1 1 1 EACH 872202504 SIGNAL STANDARD TYPE 2-A-500-4 EACH 871301051 STANDARD STEEL TYPE 10-A-500-1 EACH 871301052 STANDARD STEEL TYPE 10-A-500-2 EACH 871301053 STANDARD STEEL TYPE 10-A-500-3 EACH 871301054 1 STANDARD STEEL TYPE 10-A-500-4 EACH 871301141 STANDARD STEEL TYPE 10-A-1400-1 EACH 871301161 STANDARD STEEL TYPE 10-A-1600-1 EACH 871311401 STANDARD ALUMINUM TYPE 10-A-400-1 EACH 871320040 CONTROLLER CABINET PEDESTAL TYPE D EACH 871340002 GUY 8 ANCHOR ASSEMBLY NO. 2 EACH 871340010 OVERHEAD GUY ASSEMBLY EACH 871360040 LIGHTING BRACKET 4 FT. EACH 871360060 LIGHTING BRACKET 6 FT, EACH 871360100 LIGHTING BRACKET 10 FT, EACH 8 71 36012 0 LIGHTING BRACKET 12 FT. EACH 871400400 LUMINAIRE ASSEMBLY - 400 W MERC. VAPOR EACH 871401000 LUMINAIRE ASSEMBLY- 1000 W MERC. VAPOR EACH 871410400 LUMINAIRE ASSEMBLY-400 W SODIUM VAPOR EACH 871500010 ELECTRICAL SERVICE ASSEMBLY TYPE A EACH 871500020 ELECTRICAL SERVICE ASSEMBLY TYPE B I I I EACH 071520201 SERVICE 8 CONTROL ASSEMBLY-20 AMP EACH 871520301 SERVICE 8 CONTROL ASSEMBLY--30 AMP EACH 8 715 20401 SERVICE B CONTROL ASSEMBLY-40AMP EACH 871540010 PHOTO-ELECTRIC CONTROL EACH 872013140 TRAFFIC SIGNAL 3 COLOR I WAY 8-818 W/BP 4 4 4 EACH 872013110 TRAFFIC SIGNAL 3 COLOR I WAY 12-8-8 W/BP 4 4 4 EACH 872013120 TRAFFIC SIGNAL 3 COLOR I WAY 12-8-12 W/BP EACH 872020010 PEDESTRIAN SIGNAL TYPE I EACH 872020020 PEDESTRIAN SIGNAL TYPE 2 8 8 8 EACH 872090060 ADVANCE FLASHING BEACON EACH 071700250 SIGN FIXTURE ASSEMBLY MERC. VAPOR 250 W. EACH 872110020 CONTROLLER SS TRAFFIC ACTUATED TYPE 2 EACH 872110021 CONTROLLER SS TRAFFIC ACTUATED TYPE 2A EACH 872110030 CONTROLL R SS TRAFFIC ACTUATED TYPE 3 EACH 072110031 CONTROLLER SS TRAFFIC ACTUATED TYPE 3A EACH 072120250 CONTROLLER PRE-TIMED TYPE 25 _ I 1 1 EACH 972120271 CONTROLLER PRE-TIMED TYPE 27 EACH 812410010 OtTtCtOR LOOP -- 8 7 2 4100 20 DETECTOR LOOP UNIT __ __ EACH EACH OtI900190 PUSH OUTTON PtOtSIRIAN EACH 8T2$00600 TIRt p111-IM►TION srBTtM IACH iTTvxm lr- NAILEN3-iRf-TM� it M - _ EACH �8 0-0�— HOL[8 INFA1[D TIMPER CLA88 4 30 30 30 LIN FT DRAWN 8Y A.P. 4/21/77 '-- - CHECKED BY I DRAWING NO TE-E STATE PROJECT NUMBER SHEET NO MONTANA F-50.2 0)88 E-2 WATERTIGHT CONNECTORS TWISTLOCK TYPE PHOTO-ELECTRIC CONTROL INSULATED �� TYPES I,6 all TYPES 2,7,12 a 16 CLEVIS INSULATED 120/240 VOLT CLEVIS � L — SERVICE 120 VOLT SERVICE L �- ENTRANCE/ ENTRANCE FITTING FITTING I 1 i IDENTITY NO. DESCRIPTIVE SYMBOL B WIRE SIZES METAL LUMINAIRE — STANDARD I" STEEL CONDUIT I e 2,iU. 8 AWG PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL e 10 IN THE GROUND OR INSTALLATION IN SUNLIGHT- 2 EACH HOUSING SHALL PROVIDE A SECTION TO FORM TIMBER CLASS 4 TREATED e A WATERTIGHT SEAL AROUND THE CABLE AND A TMBER POLE �^ M i 10 TYPES 3,8,13 a 17 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE e TWO HOUSINGS AT THE POINT OF DISCONNECTION. e EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 4 e SILICONE COMPOUND TO LUBRICATE METAL PARTS s _ -- _ AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. e 0 ie __ WHERE INDICATED A COPPER PIN AND A COPPER e RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY TER BASE SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE ME METER BASE e SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN (IF REQUIRED) - (IF REQUIRED) THROUGH THE USE OF A COPPER BERYLLIUM SPRINGAND SHALL BE - e o PPP�\GPO�� EQUIPPED MOUHAL TING N. THE TERIA A LEAST DISPOSABLE AND THE CRIMPING OF AT PORTION CABINET— CABINET ' - - 6 r10� SHALL BE FULLY ANNEALED WHILE THE REST OF 11 li 0 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 6 HARDNESS. THE RECEPTACLE SHALL BE FULLY 2 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK BARE CONDUIT 6 BARE N0.6 AWG 9 6 TOGETHER SO THE CONNECTION WILL BE MAINTAINED iq e WHEN A MINIMUM FORCE OF 20 POUNDS TENSION I"C-2 OF N0.8 AWG e TYPES 4,9,14 8 IS PULL IS APPLIED TO THE ATTACHED CABLES. 10 6 I e FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF _ SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR a GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 3"Min. - a �—3"Min. � � B THE CONTACTS SHALL BE FULLY ANNEALED AND `� ADAPTED TO BE CRIMPED TO THE CABLE. _ _ 12 a i0 GPO�� -TO LUMINAIRES— � TO 310NAL CONTROLLER s,"X 8'GROUND RODELD V� �g X 8'COPPERWELD a e GROUND ROD A�Q 5 " 13 �Q./�} �O� GROUND ROD 4 a 14 a 4 4 15 _4 4 TYPE "A" SERVICE POLE SERVICE POLE 16 io io TYPES 5, 10 d 15 ELECTRICAL 10 DETAIL DRAWING NO. 106 17 Q/ - Io 9 _ III ZZI 10 WATERZ IGHT CONNECTORS 18 io Io TYPE A" 81 TYPE"B" ELECTRICAL SERVICES APPROVED:�H.J ANDERSO - DIRECTOR OF HIGHWAYS DRAWN BY : GJS 4-17-73 BY CHECKED BY: -t! ADMINISTRATOR- ENGINEERING DIVISION NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA F-50-2 (1) 88 E- 3 TYPICAL ORIENTATION FOR TYPE "B- and W" SIGNAL MOUNTINGS III- LUMINAIRE MASTARM LENGTH AS SPECIFIED ON PLAN IN POLE SCHEDULE N TERM/NA[ CI G_UPATMN xS/6N L Q~4m W<OJVhw S/6AL-L— f v C. O: gw.W CURB WUa k JO=J X-WALX ' o -w _ < SIGNAL A9 SPECIFIED SIGNAL AS SPECIFIED WITH l"BACKPLATE y ON PLAN MASTARM LENGTH AS I MASTARM LENGTH AS SPECIFIED ON PLAN SPECIFIED ON PLAN IN POLE SCHEDULE IN POLE SCHEDULE W >W B-I OR 0-2 SIGNAL MOUNTING e< 8-1 OR 8-2 SIGNAL MOUNTING w AS SPECIFIED ON PLANS. <m AS SPECIFIED ON PLAN N < O W m 'J O W 0 n t W-1 OR W-2 SIGNAL MOUNTING W-I ORW-2 SIGNAL MOUNTING AS SPECIFIED ON PLAN WHEN SPECIFIED ON PLANS. '4 O � C 0 .Q O PEDESTRIAN PUSH BUTTON G - WHEN SPECIFIED— PEDESTRIAN PUSH BUTTON _ WHEN SPECIFIED-� O o T I HAND HOLE B A HAND HOLE IS I COVER COVER O o e e � PQQ��OP � = �W _ - \ IINI:�1� N .<J W;• IFM„1.;T IL W TYPE 2 SIGNAL STANDARD ""�y1 TYPE 3 SIGNAL STANDARD L a It"T iS It II �� g �g ►�J n I n 19 111 11111 g TYPICAL SIGNAL MOUNTINGS ° II it °�_ " II o1: rS �< / -ME 11 DIAMETER AS L SPECIFIED ON PLAN DIAMETER A! SPECIFIED ON PLAN IN POLE SCHEDULE IN POLE SCHEDULE FKT LEI 101 o ELECTRICAL o o o o DETAIL DRAWING NO. 108 PLUMBI2ER MASTARM TYPE 9-1 TYPE B-2 TYPE W-1 TYPE W-2 MASTARM MOUNTING MOUNTING MOUNTING MOUNTING MOUNTING MOUNTING TYPE 2 AND TYPE 3 SIGNAL STANDARDS ALL SIGNAL INDICATIONS WITH MORE THAN THREE SECTIONS OR SIGNALS INBOARD FROM THE END OF THE MAST ARM SHALL HAVE PLUMBIZER MOUNTINGS ALL OTHER MAST ARM MOUNTED SIGNALS SHALL HAVE APPROVED: H.J. l�J/��TOR OF HIGHWAYS DRAWN BY A. P. 4.19-73 STANDARD MOUNTINGS. !z/J ' CHECKED BY: C 16 23 BY ADMINISTRATOR— ENGINEERING DIVISION NO SCALE ld I STATE I PROJECT NUMBER SHEET NO MONTANA I F-50-2 (1) 88 F- 4 ENO 8 CRIMPED HIGH CARBON STEEL MINIMUM I" FLANGE WIDTH, WIRE SPACED AS SHOWN, 6 ONE WAY BRASS SCREWS 5 THE OTHER WAY. -+- -4- -t- -� NEOPRENE GASKET �` Q) e + a C W. Imo_- W ___+I i= L C.L.— --•1 ti CONCRETE FOR PULL BOX SHALL BE CLASS DID OR EQUAL. PULL BOX METAL DESCRIPTION TYPE I TYPE II METAL PULL BOXES TYPE I AND TYPE It SHALL BE DIMENSIONS + DIMENSIONS CONSTRUCTED OF CAST IRON WITH A MINIMUM WALL THICKNESS OF 5/16 INCHES. THE COVER SHALL BE W 12inches W • 12inches ^HECKERED STEEL. THE BOX AND COVER SHALL BE HOT L 18Inches L • 24inches DIP GALVANIZED 2" —L � I W D 10 Inches D . 12 Inches 2' I Z sr MINIMUM INSIDE DIMENSIONS 3/8" BRASS HOLD DOWN BOLT C 1• WITH HEXAGONAL BRASS NUTS. — I.D.L -- `` �; �� i -I.DW D ' 3/8" BRASS J BOLT WITH I" J REprtORCED CAGE Q j y DIAMETER BEND 1. 16 GALVANIZED P 4" MESH #• �OA, I,L CONCRETE LINE 3"� PULL BOX CONCRETE TYPE I TYPE I I t tEr." BACKFILL TOP 6" WITH MASTIC, APPLY,,,IN t• FIELD EXCAVATED MATERIAL DIMENSIONS DIMENSIONS • CONDUIT BUSHED "`" 6„ ELECTRICAL AND TAMP SECURE „ 19-I/4 L 25-I/4 NIPPLE BOND NO,6AWG L f- COPPER OR EQUAL SNO. 30 EPARATION PAPER D = 12-1/4 '�" D = 12�1/4 SEALING GASKET CONDUIT I - I D.L. = 13-3/4" I.D.L. = 19-3/4" BODY is I.DW = 8-3/4" I.DW = 11 -3/4" LIQUID TIGHT RIGID CONDUIT HUB CL. = 15-1/4° CL 21° CONDUIT IN PLACE AS� =y' "F„sn i •z.^T C W - 10-1/4" C W = 13" REQUIRED FIELD DRILL CONDUIT ENTRANCE HOLE TREAT DRILLED HOLE WITH '+ :�. ��4'' S���i�t.`^V• � , GALVACON OR EQUIVALENT BEFORE �' ' f `� •• ELECTRICAL INSTALLING CONDUIT HUB. ' 1 • ' rs DETAIL DRAWING NO. 104 MY CLEAN STONE DRAINAGE II PULL BOX METAL TYPE I a D PULL BOX CONCRETE TYPE I a II APPROVED: H.J. ANDER§QO - DIRECTOR OF HIGHWAYS DRAWN BY A. P 3/12/ BY : ,�1� 3:�L/.�d 0 PULL BOX METAL TYPE I a II PULL BOX CONCRETE TYPE I t� II CHECKED BY: ff, 6 1'y-2 ADMINISTRATOR-ENGINEERING DIVISION NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA F-50-2 (1) 88 E-5 I CABINET STEEL POLE o � CLAMPS o I 8"MIN.CLEARANCE BETWEEN 1 CONDUIT FITTINGS 8FRONT CONDULET --- i GASKET READ.BETWEEN OF CABINET. 41/2' ADAPTER CONCRETE 9 BOTTOM OF CABINET THREADEDK 8 2�8 I=S',- WELDED HUB 1 FOR 3"CONDUIT o 4yz,0 D. PIPE — - ;. •; M v in I 'a ;• •i ��e: HANDHOLE :,:I d� : l' ". :L; .' o �:'.•I I;. .�:' 8 COVER :I, :: :.::• `: 'I i ;. CAST TYPE BASE DRAIN � :n.. �.;�• '�°. :•°, .I i. ,a: o a I l .. I:':'•:.••• CLASS"D"CONCRETE N. Ir .i I• >• •.1 FOUNDATION POLE MOUNTED ----�' `�`'".; -------- `.`-' -•-------,.. CONTROLLER CABINET CLASS 'D"CONCRETE ,, a.'..': '. .'p::':; TYPICAL CABINET DIMENSIONS(i) FOUNDATION WIDTH= 20 ►;. `� �" ° HEIGHT= 34' 0° _ _� �--- 3 0"• --+• �----1=IO°---� o DEPTH = 14 fQQ Diom. P a0 � ev TYPE "A" CONTROLLER CABINET TYPE "D" Poe ROLLER CABINET MOUNTING PQ OUNTING TYPICAL CABINET DIMENSIONS(±) aQ�TYPICAL CABINET DIMENSIONS(Y) WIDTH= 20" WIDTH= 30" HEIGHT= 34" HEIGHT= 51 " DEPTH = 14" DEPTH = 16" APPROVED: H.J. A SON - DIRECTOR OF HIGHWAYS BY :����� ADMINISTRATOR-ENGINEERING DIVISION ELECTRICAL DETAIL DRAWING NO. 109 PEDESTAL AND POLE MOUNTINGS FOR CONTROLLER CABINETS DRAWN BY I GJS 4-19-73 CHECKED BY C -Zf 73 NO SCALE SCHOOL FED ROAD FED AIO SHEET TOTwL DI V.NO. STATE IpOJ.NO. NO. SHEETS - a ...T. F-50-2(1)88 E-6 — / INTERCONNECT CABLE TO 3rd. AND GRAND AVE I I� I I I I I I I I POLE SCHEDULE -- I POLE MAST ARM FOUNDATION I 57+00 NO TYPE ITEM N0. STATION OFFSET LENGTH DIA.X DEPTH I 2-A-500-2 872202502 55+87 34' RT 20' 2' X 6' 1 2 2-A-500-2 872202502 55+ 28 44' RT. 20' 2' X 6' I 3 2-A-500-3 872202503 55+ 34 36' LT. 25' 2' X 6' 4 i 4 2-A-500-2 872202502 55+87 45' Ll 20' 2' X 6' I I � I I I W u. Q I I I I TYPE 2-A-500-2 SIGNAL STANDARD EXISTING SIGNAL POLE ON SOUTHWEST I TYPE 2-A-500-2 SIGNAL B-I ,I MAST ARM AN I /CORNER OF GRAND AVE. AND MAIN ST. i D W-2 SIGNAL I rYd STANDARD B-1, MAST ARM MOUNTING OAND W-2 SIGNAL MOUNTING j I-TYPE 25 CONTROLLER ( 3-DIAL) i I-I/2" C I OF 12 N0 14 AWG POLE MOUNTED CONTROLLER I i INTERCONNECT I y I6 1 — I r� I J _ 1 I io� ---- --- - -- --- -- _ �� TYPE I METAL PULL BOX O ..zJ 11 ----- - - - LOCATE ON THE SOUTHWEST No 5th II i CORNER OF MAIN ST. AND 3rd 1 I So 5 th Y I I-I/2° C-I OF 12 NO. 14 AWG -- w) 2"C-2 OF 12 N0. 14 AWG I INTERCONNECT. O TYPE 2-A-500-3 SIGNAL STANDARD 12� b B-I, MAST ARM AND W-2 SIGNAL — - I i 2"C-2 OF 12 NO 14 AWG AND MOUNTING. O 2 OF N0. 8 AWG TYPE 2-A-500-2 SIGNAL STANDARD I ; M II - B-I , MAST ARM AND W-2 SIGNAL y� MOUNTING �TYPE"B" SERVICE t> I I 1 I"C 2 OF N0, 8 AWG I — HOUSE I J I ------ ---- I I I 2" C- IOF12NO 14 AWG i 8 I L - b DONT 120 VOLT SERVICE 120 VOLT SERVICE R 12" OR 8° WALK O 8,I 8" HOUSE I CONDUIT AND WIRING LAYOUT- WALK G 8° G 8 ; �f METER BASE — 01 ® ( O4 112 _ STATE OF MONTANA O O © O 13 n �I T—LIGHTNING ARRESTOR STATE HIGHWAY COMMISSION IS Is 30 AMP CIRCUIT-1 r1 f I A. 3R RAIN TIGHT +00 � I`�LOCKLOCKABLE CABINETET PROJECT NO. F -50-2 (1 ) 88 SIGNAL INDICATIONS L _ J TRAFFIC SIGNALS - INTERSECTION r OF MAIN ST. & SOUTH 5 th TO SIGNALS S ___- CITY OF BOZEMAN _DESIGNED COUNTY OF GALLATIN 5/8" X 8' GROUND ROD DRAWN A.P. _ _ 3/22/77 CHECKED L L L Y:S 77 SERVICE WIRING DIAGRAM I REVISED NO. SCALE REVISED REVISED DRAWING NO. TE-E 129G STATE PROJECT NUMBER SHEET NO SUMMARY MONTANA F-50-2(1)ee s-i SIGNING & DELINEATION QUANTITIES ITEM d M h � n NUMBER MATERIAL TOTAL UNIT �a SIGNS - SHEET ALUMINUM -REFLECTIVE SHEETING(A) SQ. FOOT SIGNS - SHEET ALUMINUM - REFLECTIVE SHEETING(B) SQ. FOOT INDEX SIGNS - ALUMINUM SHEET INCREMENT SQ. FOOT OVERLAY -SHEET ALUMINUM SQ. FOOT POSTS - STEEL V POUNDS POSTS - METAL U DELINEATOR LINEAL FT. POLES - TREATED TIMBER - BARN -3° TOP 0 LINEAL FT. POLES - TREATED TIMBER - BARN -4" TOP 0 LINEAL F T. POLES - TREATED TIMBER - BARN -5° TOP 0 LINEAL F T. POLES - TREATED TIMBER - BARN -6° TOP 0 LINEAL FT. POLES - TREATED TIMBER - CLASS 4 LINEAL FT. POLES - TREATED TIMBER - CLASS 3 LINEAL FT. POSTS - TUBULAR STEEL POUNDS POSTS - STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE- METAL - CANTILEVER LUMP SUM OVERHEAD STRUCTURE- METAL - BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS- METAL LUMP SUM GUIDE POSTS - EACH HIGHWAY TRAFFIC STRIPING - WHITE 2 2 GAL, (S ) HIGHWAY TRAFFIC STRIPING - YELLOW GAL. (S) WORDS 8i SYMBOLS - PLASTIC STRIPING WHITE 1584 1584 LN.FT. DELINEATOR REFLECTORS DESIGN A EACH DELINEATOR REFLECTORS DESIGN B EACH DELINEATOR REFLECTORS DESIGN C EACH DELINEATOR REFLECTORS DESIGN D EACH DELINEATOR REFLECTORS DESIGN E EACH DELINEATOR REFLECTORS DESIGN F EACH DELINEATOR REFLECTORS DESIGN G EACH DELINEATOR REFLECTORS DESIGN H EACH REMOVE SIGNS - GUIDE EACH RESET SIGNS - GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE- TYPE I A LINEAL FT. REMOVE SIGNS 2 2 EACH RESET SIGNS EACH PREPARED BY TRAFFIC UNIT DRAWN BY � S)7 CHECKED BY FED,ROwD STATE ED.qID SHEET TOTwI .NO. PROJ.NO. NO. .MEETS B MONT. F-50-2(I)88 S-2 I 57+00 z a I 56+00 ---- --- - __ _ __ R I-I REMOVE - - 5 th. No. — - --- --- - 8"WHITE% 24"WHITE PLASTIC PLASTIC 5th So. -- - ------ -1- - --9':15'-4"YELL0W PAINT Alm REMOVE - -- - I 55+00 4" DBL.YELLOW PAINT F z n 9':15'-4"WHITE w PAINT x Im 0 0 I STATE OF MONTANA Y STATE HIGHWAY COMMISSION 54+00 F-50-2( I ) 88 INTERSECTION OF MAIN ST. AND SOUTH 5 TH. CITY OF BOZEMAN DE.IDHED COUNTY OF GALLATIN DRAWN TRwCED CHECKED REVISED nwT 1�1b"�" REVISED DRAWING NU