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HomeMy WebLinkAboutFederal Aid Project No. F 50-2(23)88 - West Main x DESIGN DATA _ MONTANA DEPARTMENT OF TRANSPORTATION A.D.T.= 1988 = 19,000 (---- — r•—�—...— — , -- ----r•-- •+—SAE Ion { S , — — — A.D.T.= 2010 = 36,500 I•... -{ �Z ( :,LACIER UUIE F HICL I—.— IVALLET I OANI LS1 I —____. _ ---_-_ - — - — _- - D.H.V.= 3,600 AIHC AO '1 I - _I 1L t 1 OOSEVEL1 D. 60—40 � T I I `T --+ 1 T. = 2.8 -- BLAINE - FEDERAL AID PROJECT NO. F 50-2(23)88 TCHOUT A l� r RICHLAND 'AmEvs1Rt�I I �1 rETCN� 1 I ^_I PHau^s v r 11 coN _ V. — 35 M.P.H. GARFIELD ~_l- FEflc� s� I _ DawsoN ALL TRUCKS = 34.0 1 ,_R I — _ ° ' �'t� ` ' COLD MILL & PLANT MIX REPLACEMENT \ 1 CASCADE L 4;P I"�1 JUOTH -T BASIN —_ r-`Lf T 'L-Ac ER--�'` �'TAtis EISHELL RosERJD I LETTING DATE —. -1 - I NHEA AN�o'� `\ WEST MAIN - BOZEMAN I _ f _ —. CUSTER La N r 1 ,� -l- _ 1 y,St J , GALLATIN COUNTY F I/CA 01�-_BIG PAflA( THIS PROJECT LENGTH 1.1 MILES SCALES VERTICAL: 1INCH = 10 FEET HORIZONTAL: 1INCH = 50 FEET CROSS SECTIONS — HORIZONTAL & VERTICAL: 1 INCH = 10 FEET REDUCED PRINTS APPROXIMATELY 1 12 ORIGINAL SCALE SURFACING MATERIAL - CONTRACTOR FURNISHED R. 5 E. I I I I I I I or I I 1 T I •� GALLATIN COUNTY12 .� --- -- L I i LI_ ' L0.LELE� „�� _ CITY of BOZEMAN - MONTANA y, STATE c 0 UNIVERSITY U E o S T A T E O F M 0 N T A N A N D E P A R T M E N T O F T R A N S P 0 R T A T 10 N [ ` 1 "r APPROVED C LAIN RELATED PROJECTS afONTgN9 -s' DAVID S. JOHN ROTHWELL _ I JpMNSON� T m DIRECTOR OF TRANSPORTATION I yg3B E BY m x O N— N ESSt ONAL EMS\ PRECONSTRUCTION ENGINEER m o .0 rNn u � N U.S.DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION w z I z z A 5 S 0 CIA T E D PRO J E C T an wa A G R E E M ENT NUM BERS THIS CONTRACT APPROVED R NJ h I.C. P.E. DIVISION ADMINISTRATOR DATE — ZGAO:C 32.2]1224WMBSU.C V - - - '-� - - ------------------------------ SIAIL PROJECT NUMBER SHEET NO. MONTANA F 50-2(23)88 2 TABLE OF CONTENTS NOTES BASIS OF PLAN QUANTITIES ROAD PLANS SHEET NO. SIGNING PLANS S1-S14 (QUANTITIES FOR ESTIMATING PURPOSES ONLY ) SHEET ' ESTIMATED COMPACTED GRAVEL WEIGHT = 3700 POUNDS PER CUBIC YARD TITLE S L�IE E T PLANT MIX BITUMINOUS SURFACING 3855 POUNDS PER CUBIC YARD PLANT MIX BITUMINOUS MATERIAL = 6.0% OF PLANT MIX TABLE OF CONTENTS BITUMINOUS MATERIAL = 8.5 POUNDS PER GALLON TACK = 0.05 GALLONS PER SQUARE YARD HYDRATED LIME = 1.5% OF PLANT MIX BITUMINOUS NOTES PRIME = 0.30 GALLONS PER SQUARE YARD LINEAR & LEVEL DATA TYPICAL SECTIONS '- 5 ELECTRICAL PLANS E1-E10 SUMMARIES MILLED MATERIAL USAGE DO NOT DISTURB ALL MILLED MATERIAL WIL.I. BECOME. THE JOINT PROPERTY OF THE CITY THE WATERMAIN CROSSING CENTERLINE AT STA. 38+,I_ OF BOZEMAN AND THE GALLATIN COUNTY ROAD OFFICE. MILLED THE TELEPHONE CABLE BETWEEN 413+76 RT. TO 414+60 Li. MATERIAL WILL BE STOCKPILED AT THE OLD CITY LANDFILL ON NORTH ROUSE SURFACING A•,, ADDITIONAL SORFA(I"JG AVENUE, NORTH OF GRIFFIN DRIVE, TO THE SATISFACTION OF THE CITY OF BOZEMAN STREET SUPER INTENDANT. SEE DETAIL PAGF u 7 i'AVEMEN- MAHI ING, IAVEMENT REVUVAL COLD MILLING ,Ali Iz VAI V: ADJIIST TO (�R0L STREET APPROACHES VANHO_ES - ADJI:ST TO GRADE ALL STREET APPROACHES SHALL BL MILLED 0. 15'. CURB TO CURB, AND TO THE BACK OF THE CURD RADIUS. REPLACE WITH 0.15' PL. MIX SURF, BI UETOP TAKING QUANTITIES FOR ONE ROAD APPROACH GkAD NG COLD MILL JNG - 129.1 S0. YDS. N_W CON(REIL CURB ANO OL.'TFR PLANT MIX SURFACING = 37.3 TONS BIT. MAT 85-100 = 2.2 TONS BIT. MAT'L SS-1 = 7.T CAI S. LINEAR AND LEVEL DATA DETAILS MILLED MATERIAL STOCKPILE LENGTH OF ROADWAY F 50-2(23)88 5,650.50 FT. = 1.070 MI. LENGTH OF BRIDGE F 50-2(23)88 0.00 FT. = 0.000 MI. TOTAL LENGTH OF F 50-2(23)88 5,650.50 FT. = 1.070 MI. 3 N V V 1 PLANS BEARING SOURCE TAKEN FROM PROJECT F 203(51 STRAIGHT LINE DIAGRAM 8-9 ZGAOL f 32.21 1224WMBSU.DGN STATE I PROJECT NUMBER SHEET NO. MONTANA F 50-2(23)88 3 TYPICAL NO* 1 (MILL AND OVERLAY) TYP. R 1 .TA. 1 8+U0.9 1 1 `,IA. 45. 45.0' L. 4 3.5' 4 3.5' 1.5' 10.5' iL 33.0 0 33.0' ® 10.5' iE 1.5' TRANS. MILLING FROM 0.20' S TO 0.30' AT CURB REPLACE 0.30' PROFILE GRADE= z O EXISTING GRADE r 0. 10' Q O ti o U ® MILL 0.20' REPLACE 0.30' 0.30' PLANT MIX SURF. OR. R I _EXISTING SURF. VARIES CROWN = EXISTING CROWN CROWN = EXISTING CROWN QUANTITIES GRAVEL IBITUMINOUS MATERIAL UNI A0. JUIT P.AvT AREA ,CI,AP[ T YARDS PER SiA TION at. r0.YARDS PER 5'AT'0N ,.. •'I R STATION 11. 18 TONS PER STATI,'iN STA'UN 96. ' TYPICAL NO. 2 (MILL AND FILL) 4._ 45.0' 4S.0' 9 43.5 6 43.5' H MIL I. 0.20 REPLACE 0.20 1 5' PROFILE GRADE= °'N C X EXISTING GRADE rn m cEi O N ¢ 3 P N Q 0.20' PUNT MIX SURF. GR. 8 N q a __EXISTING SURF. VARIES � U �• _ CROWN = EXISTING CROWN CROWN = EXISTING CROWN ti m m " ^ QUANTITIES _ GRAVEL BITUMINOUS MATERIAL UNIT P_AN UNIT PLANT M'x MIX TACK AREA SOUARE FEET '(.4 SO.YARDS PER STATION 966.7 CC.YARDS PER STATION 64.4 TONS PER STATION 7.45 TONS PER STATION 124. 1 GALLONS PER STATION 48.3 ZGA01(32,21 1224WMBSU.DGN STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2(23)88 1 4 TYPICAL NO. 3 (DIGOUT) TYP. tt 3 STA. 386+81.5 TO 389+14.3 TRANS. FROM TYP. 3 TO TYP. 4 STA. 389*14.3 TO 389+81.'. 12.5 « 11.5' 11.0' 7.0' + 7.0' _ I I.0' PROFILE ;ADE= EXISTING GRADE I Lu I zli 0.55' PLANT MIX SURF. CR. B - 2.05' SPECIAL BORROW ----- GEOGR IO CONSTRUCTION FABRIC CROWN = EXISTING CROWN _ICROWN = 0.09' / FT. CROWN = 0.02' / FT. CROWN 0.02'_/ FT. CROWN 0.09' / FT. _ QUANTITIES GRAVEL BITUMINOUS MATERIAL c ONS T. UNIT tT- NT SPECIAL UNIT PLAN'80RROWMIX METACK FABRIC AREA SQUARE FEET .3 150.7 ,O.`ARDS PER STATION194.4 794.4 81b.i CU.YARDS PER STATION .6558.1 ICCO PER STATION 16.84 1.01 IONS PER STATION .0 �C.Al ICNS PER STATION 79.4 TYPICAL NO* 4 ` (DIGOUT) TYP. tt 4 STA. 389-81.5 TO STA. 393+11.0 L 31.0' 3 1.O'__ 29.5' -29.5' -- --•- 1.5' 11.5' I I.0' 7.C:, `_ 7.0' 11.0' __ 11.5' _PROFILE G ADE= m EXISTING RAD m 0 o e N 3 0 N N 0.55' PLANT MIX SURF. GR. B I 777 2.05' SPECIAL BORROW Q C, qi GEOGRID CONSTRUCTION FABRIC ti � C ROWN 0.09' / FT. CROWN 0.02' / FL CROWN = 0.02' / FT. CROWN 0.09' / FT. m m i- in v QUANTITIES GRAVEL BITUMINOUS MATERIAL GEQGRO - E_ UNIT PLANT SPECIAL UNIT PLANT CONST. PRIME TACK FABRIC MIX BORROW MIX AREA SQUARE FEET 32.5 121.0 SO-YARDS PER STATION 655.6 655.6 655.6 , CU.YARDS PER STATION 120.4 448. 1 T;T," PER STATION 13.93 0.84 IONS PER STATION 232.1 CA�.LON5 PER STATION 65.6 ZGAO:[32.211224WMBSU.OGN STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2(23)88 5 TYPICAL NO. 5 (DIGOUT) -- TYP US STA, 393r 31.0 29.5 y _2.0' 8.5' _ - I I.5 I I.0' 7.0' 7.0' y I PROFILE G ADE= �. EXISTING RADE t � Q ✓ i i I 0.55' PLANT MIX SURF. GR. B --2.05' SPECIAL BORROW ---GEOGRID CONSTRUCTION FABRIC �ROWN = EXISTING CROWN CROWN = 0.09' / FT. _ CR0WN_0.02' /FT._ _ CROWN 0.02' / FT.-- CROWN = 0.09' / FT. `I QUANTITIES GRAVEL BITUMINOUS MATERIAL GEOGRID UNIT - PLANT JNIT PLANT - CONST. MIX BORROW MIX PRIME TACK FABRIC AREA SQUARE FFET 37.1 '42.5 SO.YARDS PER STATION "0.0 f50.0 772.2 CU.YARDS PER STATION 137.4 527.8 TONS =ER STATION 15.89 0.96 TONS �'F4 STA I'?N 264.8 GA__�_AS ?FR STATION TYPICAL NO. 6 ICAL NO. 7 (MILL AND FILL) (MILL AND FILL) TYP, a 6 STA. 400+86.S TO STA. 409+67.0 7,r, 31.0' .. 31.0' 31.0' 31.0' _ 29.5' MILL 0.20' REPLACE_0.20' 29.5' MILL 0.20' REPLACE 0.20' 5.0 26.0' MILL 0_20' REPLACE 0.20' 26.0' MILL 0.20' REPLACE 0.20' _ PROFILE GRADE= r- _PROFILE GRADE= j- / EXISTING GRADE EXISTING GRADE Via - 1 a ° I N L 0.20' PLANT MIX SURF. GR. B 0.20' PLANT MIX SURF. GR. B ' 2 q a -- EXISTING SURFACING VARIES EXISTING SURFACING VARIES- '� _ _ CROWN = EXISTING CROWN - CROn4= EXISTING CROWN CROWN = EXISTING CROWN CROWN = EXISTING CROWN ti m ao r- QUANTITIES _ QUANTITIES GRAVEL BITUMINOUS MATERIAL _ GRAVEL BITUMINOUS MATERIAL UN I' PLANT UNIT PLANT TACK UNIT PLANT .- UNIT PLANT -- ____ - MIX _ MIX MIX MIX TACK AREA SQUARE FEET f1.8 SO.YARDS PER STATION 655.6 AREA SQUARE FELT 10.4 SO.YARDS PER STATION 577.8 CU.YARDS PER STATION 43. ' TONS PER STATION 5.05 CU.YARDS PER STATION 38.5 TONS PER STATION 4.45 TONS PER STATION 84.2 GALLONS PER STATION 32.8 TONS PER STATION 74.2 GALLONS PER STATION 28.9 ZGAO:C 32.2]1224WMBSU.DGN STATE FI20JECT NUMBER SHEET NO.� MONTANA F 50-2(23)88 6 SUMNURY SURFACING AND ADDITIONAL SURFACING LINEAR FEET TONS CUBIC YARDS BITUMINOUS MATERIAL AGGREGATE TONS GALS. S0. YDS. STATION PLANT PLANT PRIME TACK REMARKS CR. TOP MIX HYDRATED MIX GEOGRID LD GROSS N1T I - FOR SURF. SURFACING SPECIAL LIME 85-100 MC-70 SS-1 CONST. GRADE 5A BORROW FABRIC I-ROM TO GRADE B _ _ _365+00.9 369+00.0 I,099.1 1,Oy9.I _ _ __2_049 _ -_ _ 122.9 1.062.8 TYPICAL SECTION N0._ ______ _ -- - - ---- -- - - ` - .7 860.5 TYPICAL SECTION NO. 2 __ 369+00.0 386+81.5 1,781.5 I,781.5 2.21 I 132 - ---- .. -- - ---- - -- - -- -- _653 1.299 39.2 _2.4 184.8 1.901 TYPICAL S INN . 386+81.5 389+14.3 232.8 232.8 -- - - ---- - -T - 9- _3 _-- -- - - -- - 10.3 0.6 48.7 495 TRANSITION FROM TYP. 3 TO TYP. 4 389+14.3 389+81.5 67.2 67.2 TRANSITION 165 476 389+81.5 393+11.0 329.5 329.5 _- _ 765 I,476 - _ 23.9_ 2.4_ 581.2 2.160 TYPICAL SECTION NO.- -__----393+11.0 400+86.5__ 775.5 775.5 2,054 4,_093__ ____ _ 123.2 7.4 -581.6 5.988 TYPICAL SECTION-NU. 5 _ _ ---- - - - 28 PICA- N N -- 400+86.5 409+67.0 880.5 880.5 741 _ _ _ 44.5 _288.8 _ TYPICAL SECTION N0. 6 -- _____._.- - - -- --- - 21.6 140.0 -TYPICAL SECTION NO. 7 409+67.0 414+51.4 484.4 484.4 -. 359 _ _ ---------- --- -- __ LEVELING COURSE 2 .1 20.0 N. I1TH ST. - GRADE TO DRAIN - --- - - 15 STREET APPROACHES _ 560 _33.0 - _ _.. _ -- ------ TEMPORARY ACCESS TO BUSINESSES --- -- - ACCESS APPROACHES 500 - TOTAL 5,650.5 1 5,650.5 500 1 9,566 7.206 144 573.4 1 13.2 3.518.9 10,544 PAVEMENT MARKINGS COLD MILLING INTERIM FINAL STATION SO. YDS. UNIT TOTA I COLD REMARKS APPLICATION APPLICATION FROM TO MILLING --_- w1nIL i'n 101 45 14[ _ WHIIL PLASTIC - 4" 5.204 5,204 - 358+00.9 - 386+81.5 27,847 WHITE PLASTIC - 8" 4,804 4,804 400+86.5 409+G7.0 WHITE PLASTIC - 24" 996 996 409+67.0 414+5.1.4 _2. ---- - - -- --- -- f- YELLOW PAINT t.0 _ 7 _ 67 360_+60.0 411+2_I_.0_ 1.';i� ADOIT ZONAL SIDE STREET MILLING YELLOW PLASTIC - 4" 15,099 15.099 WORDS AND SYMBOLS - PLASTIC 1,414 1,414 - --------- -----_ WOR05 AND_SYMBOLS - PAINT 18 IB _ -- - CURB MARKING YELLOW_PAINT _ 86 86 _ - �� IuTAL 38.356 b _ N R 3 - -- v N 2 Q N Q N Q y 2 CJ O ' M N _ ZGAO:[32,21 1224WMBSU.DGh STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2(23)86 1 7 SUMMARY WATER VALVES BOXES ADJUST TO GRADE NEW CONCRETE CURB AND GUTTER (SEE STANDARD DRAWING NO. 66) EACH LINEAR FEET SOUARE YARDS STATION REMARKS STATION LEFT RIGHT CURB AND GUTTER s3K CONC. SIDEWALK REMARKS FROM TO LEFT RIGHT LEFT RIGHT 372+45 1 55.0' RIGHT 379+85 I 36.0' RIGHT 387+63.7 389+14.3 222.0 5 INCL. 120' RADIUS 386+54 i _ _41.O' LEFT_ 38_9+14.3 ___3_89+81.5 __68.0 --__ 386+83 1 _ _ _ 60.0' LEFT 393+20.0 397+00.0 387.0 8 WE. 2.15' RADII 387+13 __ 1 36.0' LEFT 397+47.0 400+49.5 320.0 8 _ E. 2 15' RADII 3 }92+99 1 33.0' LEFT 411+53.0 411+95.0 51.0 4 INCL, 1 15' RADIUS - _ - -- - _ z _ 393+13 I - 29_1 LEFT __.. _-412+23.0 413+06.0 83.0 400+45 I _38.0' LEFT _ ¢ --400+70-- - -- ----�-- --- - - 51.0 LEFT - - 2 C --- --- - ------ ------- - -- - ¢ C 404+32 I 18.0' LEFT 1_ Q p U _ SUBTOTAL I.131.0 25 TOTAL 1.131.0 1 25 SEE PLANS FOR WHEELCHAIR RAMP AND CURB OPENING LOCATIONS SIDEWALK REPAIRS - CURB AND WHEELCHAIR RAMPS SUBTOTAL 8 2 TOTAL 10 BLUETOP STAKING MANHOLES IN PLACE ADJUST TO GRADE SUBGRADE = 0.53 COURSE MILES SPECIAL BACKF ILL = 0.53 COURSE MILES STATION EACH REMARKS BLUETOP STAKING = 1.06 COURSE MILES LEFT RIGHT +Y NEW GRADE WILL EQUAL EXISTING GRADE 361+30 1 30 RIGHT 361+94 I 25' LEFT 366429 -- _ 370+6_6 _ _ I 23' LEFT _ 370+89 37' RIGHT , 403+50- ---- - -- 24'-RIGHT - SUBTOTAL 3 3 -6 DETAIL TAIL TOTAL NO SCALE MILLED MATERIAL STOCKPILE THIS PROJECT GRADING CUBIC YARDS STREET REMARKS EXC. nomw�n�AVE. -- 6.965 '^ 400+8E.5 N ¢ 3 N --- -- BOZEMAN 2 C N ¢ C N TOTAL 1 8.965 C ROM AW MILLED MAIL SHALL BE _ STOCK PILED HERE N - ZGA01[32,2]1224WMBSU.DGN STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2123188 8 PLAN SCALE : 1" = 50' STA. 361+94 - 25' LT. STA. 366+29 - 22' LT. MANHOLE IN PLACE MANHOLE IN PLACE ADJUST TO GRADE ADJUST TO GRADE O " Ln a� M ti C Y ` � f Q 2 O Q O ~ Q 2 U STANDARD CURB AND GUTTER N 42'21 30" E L STA. 358+00. 9 BEG. F 50-2 (23 )88 - - N STA. 361+30 - 30' RT. STA. 366+35 - 42' RT. MANHOLE IN PLACE DROP INLET IN PLACE ADJUST TO GRADE ADJUST TO GRADE u a STA. 361+45 - 42' RT. DROP INLET IN PLACE ADJUST TO GRADE - STA. 370+66 - 23' LT. STA. 373+07 - 39' LT. STA. 382+63 - 44' LT. STA. 383+21 - 44' LT. MANHOLE IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE DROP INLET IN PLACE O ADJUST TO GRADE j Lc-) O ADJUST TO GRADE ADJUST TO GRADE u x Q (h M 2 LT. MANHOLE N PLACE T.2 S. N R.5 E. T STANDARD CURB AND GUTTER . N 89'41' E SIGNAL LOOPS SEE TRAFFIC PLANS 11� 2� O M I -_�• ll] N 2 II II N Q 2 O N Q O cv z Q O U 2 STA. 370+49 - 42' RT. STA. 372+45 - 55' RT. STA. 373+46 - 45' RT. STA. 379+85 - 36' RT. STA. 382+91 - 44' RT. m F DROP INLET IN PLACE WATER VALVE IN PLACE CURB INLET IN PLACE WATER VALVE IN PLACE DROP INLET IN PLACE ADJUST TO GRADE ADJUST TO GRADE STA. 370+89 - 37' RT. �^ MANHOLE IN PLACE ADJUST TO GRADE ZGAO:[32,2]1224WMBDT.DGN STATE I PROJECT NUMBER SHEET NO. PLANMONTANA F 50-2(23)88 9 SCALE : 1" = 50' STA. 386+54 - 41' LT. STA. 386+83 - 60' LT. STA.' 387+48 - 41.7' LT. STA. 392+99 - 33' LT. WHEEL CHAIR RAMPS CURB OPENING WATER VALVE IN PLACE WATER VALVE IN PLACE NO PARKING SIGN WATER VALVE IN PLACE STA. 387r05 - 48' LEFT STA. 388+56 - STA. 388+78 22' WIDE REMOVE AND RESET SEE TRAFFIC PLANS ADJUST TO GRADE STA. 393+25 - 43' LEFT STA. 397+00 - 43' LEFT STA. 387+13 - 36' LT. STA. 388+45 - 42.3' LT. STA. 393+13 - 29. 1' LT. STA. 397+40 - 43 LEFT a WATER VALVE IN PLACE LAMP POST IN PLACE WATER VALVE IN LACE STA. 400+60 - 44' LEFT i - ffi REMOVE AND RESET TO s J SEE TRAFFIC PLANS STA. 411+45 - 35' LEFT • � o I < x$ a c STA. 387+14 - 45.15' LT. STA. 388+52 - 42.2' LT. Wa - STOP LIGHT IN PLACE STOP SIGN _ W REMOVE AND RESETI REMOVE AND RESET Q Lf) N IDW SEE TRAFFIC PLANSI SEE TRAFFIC PLANS Q Lc) 00 W o b EX. 10' EASE. FOR C Ol Q i M Z - PUBLIC UTLITIES AND ALLEY M n T.2 S. NR.S E. 388+75 BEG.ao HIGH SCHOOL PARKING LOT I s m o -1 STATE HE ADOUARTERS 10' CONST. PMT. STA. 388+45 SEVENTH DAY 4I'LT. - 44'LT. ADVENTISTS END 10' CONST. 'MT. =Pn.P. STA.386+81.5 - STA.389+28.0 •:., 1 ----- - - SIGNAL LOOPS ' 20' RAD. 41 LT. v'+ < EX. VERTICAL CURB SEE TRAFFIC PLANS C� Ex. SE. STANDARD CURB AND GUTTER E%. VERTICAL CURB EX. VERTICAL CUR Ex. R/W LIGHTS n ---- - - -- WAT - -Al ------=-= -- - - NEW CURB AND UTTER v' _ -- O NEW CURB AND GUTTER o NEW CURB AND GUTTER Iv m N 89'41' EFT N o + + + -- _ BURIED WIRES -'--------- -- - -'-- - ------- s < STANDARD CURB AND GUTTER PED. %-ING STA. 388+50 FLASHING LIGHTS EX. CONCRETE SIDEWALK m 41'LT. - 30'RT. S7A. 387+10 � STA. 388+50 WATER MAIN X-ING rL GAS LINE X-ING TL DO NOT DISTURB SEE UTILITY PLANS DEPTH = 5.0't STA. 400+47 - 38' LT. s STA. 402+59 - 21' LT. STA. 403+78 - 33' LT. STA. 403+98 - 46' LT. STA. 407+31 - 24' LT. STA. 407+39 - 34' LT. STA. 408+00 - 24' LT. STA. 411+05 - 46' LT. STA. 411+35 - 51' LT. STA. 414+16 - 38' LT. WATER VALVE IN PLACE �` w MANHOLE IN PLACE DROP INLET IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE DROP INLET IN PLACE (PLUGGED) CURB INLET IN PLACE ADJUST TO GRADE STA. 404+32 - 18' LT. STA. 407+72 - 32' LT. Q STA. INLET I - LA LT. i>< L O O WATER VALVE IN PLACE MANHOLE IN PLACE 0 STA. 400+70 - 5I' LT. _ � o Q DROP INLET IN PLACE Q o WATER VALVE IN PLACE W Q x V ^ o ADJUST TO GRADE = 2 w a I W STA. 408+00 - 30' LT. '¢ I11 DROP INLET IN PLACE 2 m y o i a ADJUST TO GRADE ti u O T.15. N R.S E. STANDARD CURB AND GUTTER ro EX. EASE. - I STANDARD CURB AND GUTTER SEX. VERTICAL CURB --- —- — — —% AN v n EW CU�1 • G TTER ----- — N 89'41' E N T N � + SIGNAL LOOPS ' SEE TRAFFIC PLANS 0 0 1 J EX. CONCRETE SIDEWALK U41 0�� STA. 413.16 - 414+60 - - of �� TEL CABLE IN PL. Cs DO NOT DISTURB i1^ 3 DEPTH UNKNOWN W ' j C) v j I I W 1 2— STA. 400+27 STA. 400+73 - 65' RT. STA. 402+91 - 24' RT. STA. 403+22 - 45' RT. STA. 406+53 - 24' RT. STA. 406+81 - IS' RT. STA. 409+91 - 50' RT. STA. 410+56 - 33' RT. STA. 414+51 . 4 CLEARANCENE X 4NG5 MANHOLE IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE (PLUGGED) DROP INLET IN PLACE END F 50-2 (2 3 )8 8 STA. 400+37 STA. 400+97 - 48 65"S % 40"R X 86' C.M.A.P. CURB INLET IN PLACE DROP INLET IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE DROP INLET IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE IN PLACE - DO NOT DISTURB STA. 400+53 - 48' RT. STA. 403+50 - 24' FIT. STA. 406+77 - 47' RT. STA. 408+00 - 22' RT. STA. 413+49 - 32' FIT. STA. 413+76 - 48' RT. STA. 414+02 - 31' FIT. CURB INLET IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE MANHOLE IN PLACE DROP INLET IN PLACE (PLUGGED) ADJUST TO GRADE STA. 4I3+52 - 53' FIT. STA. 413+82 - 53' RT. STA. 414+57 - 15' RT. DROP INLET IN PLACE (PLUGGED) DROP INLET IN PLACE MANHOLE IN PLACE Z6AO:E32,211224WMBDT.DGN $TAIE I PROJECT NUMBER SHEET NO. MO SUMMARY NTANA F50-2(23)88 S-I SIGNING & DELINEATION QUANTITIES ITEM MATERIAL NUMBER TOTAL UNIT SIGNS - SHEET ALUMINUM -REFLECTIVE SHEETING(A) 611.9 SQ. FOOT SIGNS - SHEET ALUMINUM - REFLECTIVE SHEETING(B) 102 SQ. FOOT INDEX SIGNS - ALUMINUM SHEET INCREMENT(B) 137.5 SQ. FOOT OVERLAY -SHEET ALUMINUM SQ. FOOT POSTS - STEEL U POUNDS POSTS - METAL U DELINEATOR LINEAR FT. POLES - TREATED TIMBER - BARN -3" TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -4" TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -5" TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -6" TOP 0 LINEAR FT. POLES - TREATED TIMBER - CLASS 4 LINEAR FT. POLES - TREATED TIMBER - CLASS 3 LINEAR FT. POSTS - TUBULAR STEEL 4732 POUNDS POSTS - STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE - METAL - CANTILEVER LUMP SUM OVERHEAD STRUCTURE- METAL - BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS- METAL LUMP S U M GUIDE POSTS - EACH HIGHWAY TRAFFIC STRIPING - WHITE GAL. (S ) HIGHWAY TRAFFIC STRIPING - YELLOW GAL. (S) WORDS 8 SYMBOLS - REMOVE DELINEATION DELINEATOR - DESIGN A EACH DELINEATOR - DESIGN B EACH DELINEATOR - DESIGN C EACH DELINEATOR - DESIGN D EACH DELINEATOR - DESIGN E EACH DELINEATOR - DESIGN F EACH DELINEATOR - DESIGN G EACH DELINEATOR - DESIGN H EACH REMOVE SIGNS - GUIDE 2 EACH RESET SIGNS - GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE - TYPE I A LINEAR FT. REMOVE SIGNS 144 EACH RESET SIGNS EACH FRANGIBLE SIGN POST BREAKAWAY - 3" 0 PIPE _ I EACH FLEXIBLE DELINEATOR (SUPER DUCK) 3 EACH OVERHEAD STRUCT. METAL- CANTLVR. 2 EACH PREPARED BY TRAFFIC UNIT DRAWN BY: PAM 9-90 CHECKED BY J 6-91 STATE I PROJECT NUMBER SHEET NO. MONTANA I F50-2(23)88 S-2 � � W U� q W K J to ku tj 13, x old V� bJiy/)J O � 3�0k,�b � V 1 y l ,bMb way 1 OS x, x X \ x X N S (Y � Jb 1� w yb)o)J W C0 �Ki �\ W 00 °1 9 w J edo ~ dO1 0 "6 dO1 „F w -rb)y'y S a wnN��lys � c� W�yJNSJ W°Ni bsJ F 1 0/1 ds sN1ys13y (Y-) Y> IY) 'N°0�Y O O O CTJI ' p l N3> sN,/J 1 /p3 sOd yl 1b�I sN3>�s�J 1S0d lsOd o O 3 O O 1S° NbJ dy 0 J 3d�1 _Q W b W Y,i LbW �9 W is W S4'/ KX v JN - b b ) I? o O a 3y�1 9tiy S J O O O a O O O �' O O O , 3 r 1 J �ys c6 c$ cS cSCISS S cS c G S y'Yb )3Nbd ; j w o O �9 � p O ti j p j 5 j p j O 5 o j , ° j O O O O m p ` O O O O T O O �s o o c oho w w o a o 00 x oy Nos \ \ \ \ \ \ \ \ rc1 O cv NOlb m h o °� o 0 o O o o o rn T i coh o o I V) v� n n i V 0 0Oo O o \ ZS m 7 T DRAWN BY f�fm CHECKED BY: ivy q STATE PROJECT NUMBER SHEET NO. Q MONTANA F50-2(23)88 S-3 U� W < t � Saba 11 O Z 3^ dy u � uu N 1 W''N U �yMb Wad l uJ W \ssb In y � 00 00 W m` o e '' QO � d F w 1 A a e 9 do ti J f wy 0 "S � d01 B "b del ••F w �b,bJ S S z -lp n WONiW 1HS v WONk%ltis ' �b 3 O O O O sti1tis,� t� Cn fM rn M m m yo3>> W O O O O O O O O p 1 H�S1b�Y�SOry dy o3 d F SN3�bds 1S001 ��tibd o to N a o o^? o ° 5 > \ ° o a > > lu > > W X '3 ^C O O O u lu j ti LU j O O O X WW� X X X x x �c k X y� X X lO Y O O X `k6 +Oar O X O O 04, ry "O m ` K m m c�� �S cc c6KC `Y �O-� �O, aC c c`� K M rn of �Y o o's rn � m�o �� �� ti �N ' N dWbb O o O o AC q � v V k pC AC ryl Uob � o m o O o oI\o \ TICK o1� � 5 0� o m° m� acYo 1 o S N T Q 00 m s T 1n1— + + � 1. + O m T 9 9 9 r r DRAWN BY i r� r r � r ^ s r tiro ro °p ro col ro 00 m M M m n1� OlK1 nl rnJ h n �� �� r1 � h � �� h R n'� � ma m Ih� � m ��m �� �� r01 � n �� ~�� CHECKED BY x� STATE I PROJECT NUMBER SHEET NO. Q W MONTANA F 50 2(23)88 S 4 cn V1 J J o J o J h J J Q d Q K o C C d � �u W K"`, M LLJ 41 x V� m � O d�os�b — - - X X. >< X X X x X - >G X k X X I / /bY 6 CO a 00 � m T o- 00 oo oo I` r r r T N r o0 00 o0 d° d0 f z O a �°1'ik,lNs z 11,��/,y.°fib � /b 4"N,w s/ l�dysb O O O Q 0 000 O O cS 0 0 cC 0 0 0 0 Q 0 1n ao 0 0 0 p� 0 O � /J, N y1 6 c6 c6 cS c� �fn In D cT 1(� 6 a V) O oy O p O O O a O O Q O 0 0 O 0 O O 0 0 O O O (n Y, lr1 IO �' fn f� M Ly H °Ow O O o O O O O O O O p O O p p O p o O 0 0 '' I I I I I I I I I I I I I I I I I h19 �Asti// �Od sOy 1b�Y N1sN�>�1s�/ O sod /sod g O O O O O O �9 O S O O p O O O S O i O O O Q I 1 SO y hbJ yo 3 -,� - 1SO y c� cb a c6 cC O c S L 1 i c6 a 6 \6 a (� S J O /\//� fi � CS � cG C'6 c6 cS c6 � c6 c6 �'6 CS � CS cS c'6 V� yob d2jS � Q � � � Q � b CQ ooW �Q w o � W � o o� \\``,, 00000 w W o000 0� a o y W T w U T Q > > W W S Q o b 6 no 0 7 7 r — 3��no 0 o M'o o �c6 � � �X T 5- - 7 i o a ! r\ x x x x x x x F ° x 0 x x x X x < E x x 0 x x x X x x Q00000 w w Q � Qo u 0 0 0 W o f °N 6 to a n rn J n r n r�ra P�cc 1n °2 rh c� aC cs m o�C en 7 r�cn 1 j a m m th m ! ✓ r1 Ns/s 0 _V - 7 _ Ic A I I i - � l I , I � , 1 - �('n ON c",J I I fn M M r r (n r M — ro M N— M s 7 V J VI) m m I r r r ^- M t- !� m rh r t<Ab oG d c(oc o o 0 0 3 3 oC oL t�to nL 01)oC 02 v)0 p v O yO'1b °ids o 0 o c �� - rF m r 9 sF o -,; 1, m co 00 In hO F cn m F o T m — M In oL a- I�°C — 7' V�oL o 1 In ��' t a� f�� 7- 7' (�a� I" .s � �' 9 ,n�7' + + + + + + cp ap oC o o p a + i + + + + + + + + + + + + + + + + -- + + DRAWN BY �I Om0 W� �1 00 �1 m m�� ��� mJ �1� �1yl) 1m� m m m � °�� m� m�� l ma CF c T CHECKED BY STATE PROJECT NUMBER SHEET NO. U J MONTANA F50-2(23)88 S-5 U; J c 4 O cr �n LLjli a �X 1114, Q O nry n j1 ° O o o �� rhm �� m n '^ a\ O o O QQ QQ J a� p Cl v P o as o a�1 O Z d� dy OWd u 1 N N -;, s�H tyMb hSb 3N�)rN�b 6 !s 'o k X �C k k X >C X, X N oaJll u )d � �dl y S u /'a w )o Co Op H w pl B 9 H� °gyp B "a apf F z db)y'11 S 30 a �? 1ys 2 1NSn /y 0,1 3yo.S/ wON�w��bs 1�sysb O O 0 in n m c� O 0 V)T o5 vv6- O o G' ,�n IS)c- CC (zCl Q4 y O O O O O O Q O O O O 44,004 O O O 10 O p O O O O C.y y1sN3>1sN/ r r f rVL $t 1� 1 IO soa y1�1bw� O sod sod 3 S O O 9 J $ O O Q11 blz 1 Sol 3 SN/ob a�1 9 74 Ly UZ lv �v $ 19 ti l9 Wo !A 2 CD oNi Ins )3Ny O o o w 0 0 0 0 9 O o O_ o S 09 j q 9 LU 'oO O O 9 j r o T T T �Tq j i i b c 6 x x x o 0 0 0 0 0 0 o x o 0 0 0 x o o x x o xb 0 x 0 0 '3 o c+� K O oIc x o O X O> x X X WZW 0 9 J u�1�� o� 9 w�W 0 O u�Lt�t �wW u� w�W p o u�� w� z: aN K� rn m cY C2 a[ d cL �j th c� a�. c�cn c6 CY c� K1 (Y C� Mtn cC rn cn c6 P� a�c6 c6 ,aS�C cY c'n rn aC cY'� I�M cS oN Nos n o r c{ I r r" r rn r r c 6 �¢ I' rd "`�b o 0 0 0 V, o[ oC a aC cn oC cL c� � 01 oL oC v eal c� v p 'o c� n b 0 Vol'b � In o r d o OD If) T o o ro F o0 0 d m n — o r T r o f o of c61 d o T — N d 9 r s s Cp n°t O o1 ro s + + } + } + + + a m t + + + t + + + + + t + + + + + + + +. -+ + DRAWN BY, fA ° ° F- b a �r O o O o �f' o o� �I-' O O O O O p�� o O O CO co Or O �O 2 Oh- O o O 9 ' T Z 1 r 11 2 7 1 Z 1 T 7 T Z Z 7 T T 7 T 1 T T 1 Z 7 1 �- Z T 7 CHECKED BY: 9' STATE I PROJECT NUMBER SHEET N0. MONTANA F50-2(23)88 S-6 Y � ^o d < 2 c k W 1u \ W nSS> 4 0 0 �T, _ p\ \ 14 c O N ^O co 1b3Nr M� be d� u 3S w byN1 j>J u~i Nb'/S �D W E4easy>J Ol �1 e g w� a01 w 0 „g ~ a01 B "6 a0or ••F w Abby S y �3bJh SJ O U `YNN/W DNS � I� W7�y'b 1/WN) Vl f0 O O cS O cS ��tiSb O O O O O O � c� O O c6 rc n rc 7 No h1 r Q- 1b�No0 O O O O O O O O Q O O O O >'4' cn c� M M cl) crl M f n (n rn ry orS > S't'il Q 1S0 (o a p H1 bN/ lsoa�ry�/lSoa O _ O �n O In 9 G 1 SO NbJ - ay 0Ni� F- ba'S 11- bb � da�1 b3�J O O O O o O O O O O O J3>,r tiS � �1 3y Cfl O N O U 0 M w lv o 0 u u 3ry O w U 9 O J O O O O O O 911, 1v w 1U M rn G w lv J w �il b �ll a K1 p a 1() A o o M ' `� M o — x uu��� O x x x O x c6 �C p O O X x0 x xw 3 O O K1 oL —'O O a W u�W7 O 9 O �1 'C5 O O Ly ��S pC c6 c5 O CY c1 c{cC c5 cd P! �- pW!c6 cS c6 �_ W CC— N —. c6 cG cz oC cG c6 cn ac c0 7'• 7 a� c� — {+ — Nb/S cd — — — i 7"d c6 10— 3 i T(o V> — �6 c6 ?� — _ c0 T ;n, 7_ J'a Q c6 T T oN � r f r n � f1 � rin �p — nc 9� r ��' ' 0 3 iQ _� � � �� r 0 , �� �s �� n H ,� g � � c� y 0.oC (Y o — oL o C C V z bb W UJI 6. � oo c5 oo o r - Z T a" `5 T' +c� DRAWN BYE -- } } + + + t } + t i + + + + + + + + O Z T— 7_ _ _ cc �_ n n m_ _ T, r In L� P 1n 9 1 s 5 r1 a �� 7 F CHECKED BY STATE PROJECT NUMBER SHEET NO. M—ON TAN F50-2(23)88 S-7 �= FLEXIBLE DELINEATOR REUSE Lo 1 I2)D3 CD t REPLACE M •I • l RI-I rN\ W� REPLACE \ a (2)D3 Y REMOVE NEW = +I U REPLACE I RI-1 O FROM STA 358+84 (2)R7-1 W9-1 F- v� O REPLACE REMOVE W4-2 O R3-9b _ R7-1 CD O i i o 2 REMOVE Mp\N YW1�` Z �O\ QQ h WMAINST (2) R7-1 REMOVE 7 j r O :a 1 NO R 7 I _ ~►� 1 N�\�e�.� ^� 1 _ REPLACE R2 I - 4 WHITE PAINT \TYP) I15 STA 363195 StP''6\k30 — _ — � SA 36',Q5 � \�—� 364+65 STq 36 00 I 3 _ � ---- f -- yI cStP 3 SQ T p5t\C STq 3,94 ki A P PSt\C \ S ,�/ REPLACE 21/ �PY OTHERS ti M2-I REPLACE REMOVE /ic j`i a o R3PCE RI REMOVE 9b (2)R7-1 t�= REMOVE REPLACE (3) R7-1 <' (2)R7-I R2-I REMOVE REMOVE A W6-3 o (2)R7-I STA. 358 00 -� REMOVE 4 _ W6-3P N BEG. F50-2(23)88 0 i 600 TRANSITION N N a END 4"WHITE PLASTIC ti ,;H., PI_45'IC (TYP) STA 356-L75 NOTE WHERE SPECIFIED ON PLANS AS PLASTIC, STA 357+75 - PAVEMENT MARKINGS SHALL BE INLAID _ HOT-EXTRUDED THERMOPLASTIC. FOR THICKNESS, SEE SPECIAL PROVISIONS. IN 4 NHITE PL4STJ EI..D 4 WHITE PLASTIC F 50 - 2(23)88 - WEST MAIN - BOZEMAN NOTE PROJECT MANAGER WILL SPECIFY DIMENSIONS IN TRANSITION AREA GALLATIN COUNTY SIGNING & DRAWNED PANT 9-90 PAVEMENT MARKINGS CHECKED REVISED SCALD I' - 50 R ED REVISED STATE I PROJECT NUMBER SHEET NO. MONTAN F50-2(23)88 S-8 0= FLEXIBLE DELINEATOR USE AS IS IS NEW <J NEW MI-4 R3-17 O Ln Co NEW CID M M MI-10 r1r) M5-IlU DNLr NEW REPLACE ©L' REMOVE REPLACE NEW I D3_ M4-II �•� �Lr DII-I M NEW (4) R7-I REMOVE FROM STA 371+55 OH D3 a' ` L_. J R3-9b R3-9b w � � M7-IfR) REMOVC -_ a (2)R7-1 - u 1 I (3)R7-1 REPLACE l l OL 4CE - MI-10 I- REPLACE wso �' o w y� pD R2-I(35) +,o \P�� REMOVEI = �M i MI-10 I o F ePP�N U -- \� (2) D3' y M6-1IL) �;?� 8•WHI75T4 3AT311<O IYPj4 YELLOW PLASTIC (TYPI 12 - I - ---- - f --- _, 4 WHITE PLASTIC (TYP) _ [5' (7 Y� 4'WHITE PAINT (TYP) -- - -- -- _- YHI TE -LAS TI'„ (TYP) _ _ _ _ _ - - -- - -- 24•WHITE PLASTIC (TYP) -z'WH17E PLASTIC SIA 377122 - 5 9 -.__ __ — —_—� _�6:02 — _ _ - — — _ _ — _ — — — to 372144 4 DBL YELLOW PLASTIC (TYP) WHITE PLASTIC (TYP) �M1''rELLOW PLASTIC (TYP) �12 5 _ '�— — — — — — — — — — — — — — — — — — L5 — — — — — 4"WHITE PAINT (TYP! — R-��4•�WHITE PLASTIC (TYP) 1 — - -- �- ` NEW 1 a � o OH D3 w i u -4 BY OTHERS -- - 1�9 REPLACE m d m Va .q'1��aL Z nz MI-10 oI F \��p� �'Oc r m �^m REPLACE M6-I(R) 3 O� R2-1 � NEW ---._. REMOVE IH REMOVE REMOVE REPLACE ) (2)R7-1 R3-9b D9-'L (2)R7-I D9-2c REMOVE` EROM STA 37O+12 v wMAINST REMOVE 3_9b '�°,+L� (3)R7 1 *`,a ---___ i r lulu 2) 03 M SEE DE'AI'. iSEAS Is w Ir_Mu'rL NEW �nae R3-16 m �q; OH D3 AHEAD REPLACE z NEW M3-I M4-11 DII-I - O MI-4 M7-I(L) F50 - 2(23)88 WEST MAIN - BOZEMAN GALLATIN COUNTY DESIGN[D SIGNING & DRAWN PAM 9-90 PAVEMENT MARKINGS REVISED -_- — SCALE I" - 501 REVISED REVIf[O STATE I PROJECT NUMBER SHEET NO. MONTAN F50-2(23)88 S-9 REPLACE FROM STA 383457 P75-9b rcJl } REPLACE * R5-I � O REPLACE REMOVE R3-4 REMOVE m l R3-2 REMOVE R7-1R3-4P REMOVE ' O G R7 /\, O c Q � REPLACE O O) Z REPLACE 0) REMOvI-_ OH S2-I REMOVE QPQvjo R3-2 OH S2-IS REPLACE ' RI-1 �� REMOVE NEW I Y REPLACE HE=^LACE (2)R7-1 OR D3 REMOVE REPLACE R7.2 FROM STA 3964-10 REPLACE j R3-2 R7-2 R3-9b NEW W f71AIN ST REMOVE RI-1 REPLACE ' NEW �'�,\�` �w } Per ra OH D3 (,}R7-2 REPLACE QP�N RI-1 t1 ..�� luz� J 4. (2)R6-1 t\� 5;-1 - >,L ,J � u REMOVE �Q'-.�♦ 'S �� G �O`j. • RL°L4CE R7 1 oHn SI•, �i•lICN g� REPLACE r w n ��,pa �P"' (2)R6.I �� \ i ON II 'I r' Iz' t d c.5' _ d loo'�..wIITE PLASTIC (TYP) ;�5 (TYIP�)I 13 �-T_WHITE PLASTIC (TYP)_ - - _ - - - - - 15 I�1 - - - -'NHI'E PLA5TIC - - - - -- I/ - ' STA 388195� - - - - 11 _- -- - ��4. YELLOW PLASTIC (TYP) - +`93131 I_ - -__-- - - _ _ _ STA 367TZ5 ), ��?7175 d �.. __ -. - 11 _- --- STA 3991 S2" _ - =.TA 385+65—�— STA 386�45 7<J I�_YELLOW PLASTICI-YP)�-50—_+ 10 _ _ -�4_YELLOW PL A_STC (TYP)_._ _ _ 'I - - - - - - - - - - - - - - 398+32 L.3 - - ('VP 13 - - - (TYP) 13 �`^4 WHITE PLASTIC ITYPi - - - - - - - - _- _ , -05' - lob Nan> Nana / Nan >33�ON 1�3T pN * ad 491REMOVE O O \dad Z z, l C v rs i N; O ON Wr3_3 \. qN Ota m u�� Lis v W3-3P REMOVE < REPLACE j REMOVE ;2)R7-I REMOVE REPLACE NEW ^ REPLACE FROM STA 396+25 REPLACE R2-I R7-I REPLACE (2)R7-I REMOVE OH D3 NEW REMOVE7-1R3 2 REM REM R3-9b R7-1 R7-I I REMOVE REMOVE OH D3 REMOVE R3-2P R3-2P R3-2P O * r nl g���•/ ISI►. Z n z �J � �mn REPLACE �o" LIOX NEW Si—is ';E PLACE R3-9b CH S2-I OH S2-IS F50- 2(23)88 WEST MAIN — BOZEMAN GALLATIN COUNTY SIGNING & µNEo PAM_ 9-90 PAVEMENT MARKINGS seo SCALE I" = 50 s�o STATE PROJECT NUMBER SHEET NO. MONTAN F50-2(23)88 S-10 REPLACE REMOVE REPLACE (2)D3 G50-88b .1 (2) D3 Ri ACE NEW y RI-I (21 D3 w NEW RI-I F- REMOVE a E 1 RI-1 = OH D3 Cr UJ w � > NEW (2)D3 f F 0 `1 = U') > = [I z M3-3 0 z 0 KT c� _0 co Liqt F- N REMOVE > (MCI-4 ! R7-I T �El I'n Z H- Il-"I REPLACE — N NEW VN' MAIN IT V C=7 OH D3 --- OH 03 1 a 'WMAINST NEW REPLACE ��\ < w I Tw� 0PNEW IAI �T t a D3 N'0 5 Q Pia- _�z II REPLACE 0 REPLACE LO off D3 T z REMOVE _ W MAIN ST W ,MAIN ST REMOVE OH R3-2 w U REMOVE ` REMOVE z REMOVE > w w a REPLACE R7 I R7 1 a REMOVE i (21R7-1 R3-2P u OH R3-2P a_ a z + Q REMOVE REMOVE REMOVE Q o R2-I � Q > 3 R7-1 REPLACE > > W = w - �, �� `\�, Q 0 Q z Z _ - (2)R7-1 a �� ��,`\ FROM STA406466 = ��\� �� w F is zLjj > �� �Q�-y F- O h c e Q P.t- / F w \�V R3-9c �'P?�.E z� w - y 7111 z o Q�p��� z ww�� w NO LEFT z u ml V'rI O I1V1 � AIIJ l` I L' 1 REMOVE - II 1 B _ 13 4 wH1rE PLASTIC (TYP) _�f _ _ (TYP) _ 00' B WHITE PLASTIC(TYP) _ ';TA 414+89 _r-STA 401+80 $TA 403+00— - --Wn'TE PL ASrIC -4'YELLOW PLASTIC (TYP) — --- f_ I�-50'iT/PI 411-85 -NHITE PLASTICkJ4YELLOW_ AITYPi — - -- — — — — -- — _ C SrA 414420S $TA 4101552 E 21 13 — — — `-4'WHITE PLASTIC (TYP) — — — — — — — - -.lA 909+90 (TYPi (TYPi — — / n �► 12)D3 REPLACE z \ BY OTHERS OH D3 w w fir` 7 m 1 w �l > r o J < Q G a \ > �`•;a,�a Q Z �I `� REPLACE / I rn _ =a G \�� = o A = R3-2 J BY OTHERS PEOLACE z � LLJ REMOVE VH�- � I / i-5 (2)D3 1-5 b REMOVE N vAIN STEMOVE , mLREMOVE � R (3)R7-1 tium 2 1 w 1 r 0 �a > REMOVE I - --� (4)R7EI l / ��`'�0� / SEELIETAIL"A" S I�®41O R10 6CE :.S NIVW M, 2)R7-I `�I=,.1. I J > I Z a 1 OH a, -'' REPLACE / 't/Mal. 57 \ REMOVE Li REPLACE I 2i R7-I w OH D3 — NEW �' (- (2l D3 � -4 OH D3 T (2)D3 RI-I � w > ILI' REMOVE REMOVE (.. O I nl REMOVE NEW M3-4b M3-2a p z nz R' r (2)D3 rn OH D3 MI-2 REPLACE to I r mm 1'J = 5 1 M6-lb MI-I MI-4 ® REPLACE �I �I w = NEW M6-6o M6-3 1 E REPL ACE--- 2 < ^FPLACE M4-5a FROM STA 405+85 7 (2)03 R3 9d O RI-1 3 z� � M D c 9 REMOVE < G50-88a F50 - 2(23)88 WEST MAIN 3OZEMAN GALLATIN COUNTY `,= FLEXIBLE DELINEATOR SIGNING & DESIGNED PAM 9-90 DRAWN CHECKED - 6- 11 PAVEMENT MARKINGS REVISED REVISED - — -ALE I - 5C REVIS[D STATE PROJECT NUMBER SHEET NO. MONTAN F`SO-2(23)88 S- II NEW O REPLACE M4-5o FROM STA 4 8+76 RE NEW Q OH G50-88 M3M3VEM3-4 M4-5o REPLACE N REPLACE MI-4 MI-I MI-4 MI-I M6-3 M6-10lU REMOVE REPLACE O M6-3 M5-10(R) o HAp R7-1 R7-2b O 9D PI®-© USE AS IS OH c1207-oa QP�a\",� �� +�� 5 m �t auo�smojpx M n©� uo�sbuini- 5y OTHERS 8 -�� - 531N00a 3H1 a0 Wn3Sf1W a3in3� REMOVE By OTHERS 1av ---------REMOVE \ �9 yO R7-1 /�w3A R7 1 - ,�llsa3nlNn 31V1S By OTHERS \\ VNVINOW REPLACE REMOVE MI-4 M3-2 ♦► REMOVE , asREMO VE M6-4 M M2b R7-I M6-1(L) MI-2 : I�©� REPLACE a e M3-I ©p M I-4 x REUSE D9-2 D9-2b F50- 2(23)88 WEST MAIN - BOZEMAN GALLATIN COUNTY D[elcHlD DRAWN y�,.. ,,�, SIGNING B EvisED J,4, " D PAVEMENT MARKINGS lVISE REVI![D RE —D STATE I PROJECT NUMBER SHEET NO. MONT NAII F50-2(23)88 S-12 YELLOW4PAINT ✓3L YELLOW —.-24"KIY/E 20 LPL 4S77C(TIP) PL45TIC (T✓P) 20 -- h, WHITE PLASTIC ---- ` y (TYPICAL) 1 8'(TYPIC}}AL) 0' WHEN APPROACHING ASTOP SIGN OR SIGNAL4'MI24'NOTE: P A24'STIC 2 24" WHITEI THE LOCATION OF THE CROSSWALK LINES (7YP) PLASTIC ARE DEPENDENT ON LOCATION OF THE SIDEWALK. -YELLGW GAPE PALN7(TYP/y1'� B• B'W,'[ > TYPICAL PAVEMENT MARKINGS TYP/CQL TYPICAL CURB MARKINGS SCHOOL CROSSING —.NO SC4LE— FOR PEDESTRIAN CROSSINGS W W V� Q�Y CEN'ERALLSIGN PANELS ON 4 (,ENTER OF MASTARM WQ z?cwl DETAIL q CA_ I I 13' DRIVING LANE q NEG DLWALK `ROADWAY ` Z Q SHOWN. MOUNTING HARDWARE IS TO BE ALL SIGNS SHALL BE MOUNTED LEVEL  w HORIZONTALLY ON THE MASTARM AS a Q 3 NOTE SCHOOL CROSSINGS SIGNS ARE TO BE INCLUDED IN THE UNIT BID PRICE FOR SIGNS. r MOUNTED LEVEL HORIZONTALLY ON z w THE MAST ARM AS SHOWN, MOUNTING E = - HARDWARE IS TO BE INCLUDED IN THE UNIT PRICE BID FOR SIGNS. 9' 15' �Ir I(TYP)I (TYP) I 4"YELLOWPL45nc W14"SP4CE o f WM TE PLASTIC (TYP) ROADWAY 50' (TYP) __ 10' 4"YELLOW PL45T/C W/4"SPACE D3 OVERHEAD SIGN DETAIL -—©- (TYP a - o D- " TWO WAY LEFT TURN F50 - 2(23)88 °' PAVEMENT MARKINGS TL-HEEE TYPICAL WEST MAIN - BOZEMAN GALLATIN COUNTY DESIGNED 48' SIGNING & DRAWN PAVEMENT MARKINGS CHECKED -T,4y REVISED REVISED STAIL PWII' oaf ' 1T-T NC MONTANA F 50-2(23)88 S-13 NOTES SUPPORTSSTANDARDS SHALL BE SIGNEN GNSOLIUMINARESDANCE AND RITH THE r915 IFFIC SGNALSAANDTMYTANDARD AMENDMENTSC THERETOS FOR STRUCTURAL --__-- P7''0' MAST ARM DESIGN WIND VELOCITY SHALL BE 90 N.P.M. DESIGN AREA=AREA W/RESPECT TO MAX.WIND LOAD (WIND IS 1 TO STANDARD,AS SHOWN DESIGN WEIGHT=DEAD LOAD REMOVEABLE CAP ANCHOR BOLTS SHALL BE A449 OR EOUAL.TOP ENO SHALL BE GALVANIZED 6 THREADED I2•MIN. WELDING PROCEDURES.SYMBOLS,BASE METAL SPECIFICATIONS 6 GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. POLES AND ARMS SHALL BE GALVANIZED TO ASTM DESIGNATION,A123. I ACCESSORIES SHALL BE GALVANIZED TO ASTM DESIGNATION I A153. 11 -6' x 5'-6' SIGN I ---- ---- -REMOVEABLE CAP NOTES I I THE SIGN SHALL BE MOUNTED LEVEL HORIZONTALLY ON THE MAST ARM AS SHOWN. I o ,-WF 4%13 SIGN POLE SHAFT SUPPORTS--.� MOUNTING HARDWARE IS TO BE INCLUDED IN THE UNIT BID PRICE FOR SIGN. .� W CONTRACTOR SHALL DESIGN AND FURNISH ALL MOUNTING BRACKETS,FOUNDATIONS i - -- + - AND OVERHEAD CANTILEVER SIGN STRUCTURE FOR PLACEMENT OF SIGN AT W. 1_ I -- - STATION IG•25 LT. SHOP DRAWINGS WILL BE REOUIRED ACCORDING TO STANDARD SPECIFICATIONS. I --'-2•SCH.40 PIPE A 53 (BREAK SHARP EDGES I I FOR WIRE PROTECTION) 1 „ I I I a 19'-0'M.N. 5 DEG e :34_ 2 ar 1• 2 34' 2 34' e ARM CONNECTION -�-J y, y1B- _ -- 1•� _ � I Yr It POLE SHAFT--� r� r_4r _ PLATE DETAIL /:'NUT HOLDER I HANDHOLE MAST ARM FOR GROUNDING 6 COVER ELEVATION NOTE I A DETAIL DDAA NUT HOLDER 1 1516' I to DETAIL SHALL BE (BACK OF MN) DETAIL MN. REQUIRED I B 2' BEVEL-"- ANCHOR BOLT I WF 41(13 � PROTRUSION 5' TO 71/' FACE OF CURB.- I 11/2'PLATE WE 4X13- - 31- e5'RrR1 B PIPE STEM ASSEMBLY.CLAMP - _ i_ i 7 -- ------------ -- ON TAPERED MAST ARM 6 CUT SLEEVE I I � W'LESS THAN VARIES DIMFNSION TYPI 4 -�--- ~ 2'Cl.-1 Q 19' B16'B HOLES FOR W B ASTM 4449 STUD;FHI FOUR HEX NUTS 6 TWO F 976'B HOLES FOR t?'B ASTM A449 CUT WASHERS.TORQUE NUT TO 40 FT-LES I I STUD VJI1H 2 HEX N111$8 ONE 10A0 -- -------1-_ - CLASS TE —-�- 6 LOCK NUT WITH SECOND NUT BOTH ENDS.- - _ — INDICATOR WASHER. - CONCRETE 7'-6' A 36 PLAT- - _�-- -- - FOUNDATION I I I SLOT=ANCHOR ear (TrR)- R✓r 8%9'%1'-0'6 2-1'%9'lL5 Yr B(SEE DETAIL) _ _-s-_-__-�- 6 OF N0.6 BAR$ EQUALLY SPACED - S. BASE DETAIL IT CL. T_ Ts• o VARIES �-1 �- LAP 8 OF HOOPS 7' 1' SPACEDD EQUALLY AT ABOUT I'-0'CENTERS SECTION A-A VIEW B—B •6 BAR(TYR) 7'-1" LONG •- IF 50-2(23)88 2'/i CL. SIGN CLAMP TYPICAL FOUNDATION WEST MAIN-BOZEMAN FOR HORIZONTAL MAST ARM GALLATIN COUNTY DESIGNED PAM j 4-91 SIGNING AND DRAWN CHECKED J o-� PAVEMENT MARKINGS REVISED DATE 27-JUN-1991 IF21 ED40D04)WMAIMBOZ.rRSI I STATE ^l I _I ..%11 ',: 'JO MONTANA F 50-2(23)88 S—I4 NOTES STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL _ SUPPORTS FOR MF,HHWAY SIGNSLUAINAIRES AND TRIFFIC SIGNALS AND ANY AMENDMENTS THERETO. r - _ +`2B__6• MAST ARM DESIGN WIND VELOCITY SHALL BE 90 M.P.H. DESIGN AREA =AREA W/RESPECT TO MAX.WIND LOAD 1 WIND IS 1 TO STANDARD,AS SHOWN) DESIGN WEIGHT :DEAD LOAD REMOVEABLE CAP ANCHOR 80L TS SHALL BE A449 OR EOUAL.TOP END SHALL BE GALVANIZED 6 THREADED 12'MIN. I WELDING PROCEDURES,SYMBOLS.BASE METAL SPECIFICATIONS N GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. POLES AND ARMS SHALL BE GALVANIZED TO ASTM DESIGNATKK/I A123. ACCESSORIES SHALL BE GALVANIZED TO ASTM DESIGNATION I A053. '-0' %5'-6" SIGN 71 ===�4 I REMOVEABLE CAP NOTES I I THE SIGN SHALL BE MOUNTED LEVEL HORIZONTALLY ON THE MAST ARM AS SHOWN. I G m WE 4%13 SIGN SUPPORTS MOUNTING HARDWARE IS TO BE INCLUDED IN THE UNIT BID PRICE FOR SIGN. I --POLE SHAFT I CONTRACTOR SHALL DESIGN AND FURNISH ALL MOUNTING BRACKETS.FOUNDATIONS _ - - AND OVERHEAD CANTILEVER SIGN STRUCTURE FOR PLACEMENT OF SIGN AT -- STATION NO-25 LT. _'— SHOP DRAWINGS WILL BE REQUIRED ACCORDING TO STANDARD SPECIFICATIONS. ~ I �- (BSCN.40 PIPE A 53 (BREAM SHARP EDGES I I FOR WIRE PROTECT10N1 I I I Ate- Imo- 9'-D'YIN. Q I 5 DEG C ••— I 316" T 31" T 3Ht" 1" 1 3C" 2 N" B� T b ARM CONNECTION c rt - --B�" 7-10" POLE SHAFr—� r MASTARM —LOVER C L PLATE DETAIL 1W NUT HOLDER I 6 COVER FOR GROUNDING _ ELEVATION NOTE I A HANDHOLE DETANX, 181G AND A Hur HOLDER (BACK DF SIGN) 1 DETAIL SHALL BE I IB' Y-0'4IN. REOUNED - B WE 2' BEVEL'--- JA�NlHOR BOLT I 1 FACE 0f CURBSWEA%13- - _. _____--__.--- -- 30"B PIPE SEEM ASSEMBLY CLAMP a/2'PLA TE E -__ \ ON TAPERED MAST ARM 8 CUT SLEEVE 45'ITYP) - - 68'LESS THAN VARIES DIMENSION I - _L 2•CL. 4 �. %16-B HOLES FOR 1T B ASTM AA49 — —I —I — __. -- _� -_— 19• STUD WITH FOUR HE)(NUTS 6 TWO N I I N J CUT WASHERS.TORQUE NUT TO 40 FT LEIS. S 916'B HOLES FOR TS 0 ASTM A449 8 LOCK NUT WITH SECOND NUT BOTH ENDS. STUD TOR Z HEX NUTS 8 ONE LOAD _ - i-_- ----i-- - I CONCLACRETE 7'-6' I / - A 36 PLAT-- __: INDICATOR WASHER �_ -____ __ FOUNDATION I SLOT =ANCHOR BOLT I/ (TYR) / !VC B%9'%I'-0'8 2-I"X9'%5 t?'B(SEE DEEAILJ I 1 _ N0.6 BASBEOODALLYSPCRED -� 5 BASE DETAIL VARIES T 1'4'LAP- B OF•4 HOOPS SPACED EOUALLY AT SECTION A-A ABOUT r-O'CENTERS VIEW R-B •6 BAR 1TrR1 7'-I• LDNG 21/{CL. SIGN CLAMP TYPICAL FOUNDATION FOR HORIZONTAL MAST ARM F 50-2(23)88 WEST MAIN-BOZEMAN GALLATIN COUNTY ,IGNED P"'V - 4 �1 - SIGNING AND <nwN - PAVEMENT MARKINGS ECKED W* `I VISED - ,ATE 27-JUN-1991 7T2+/040004]WMApBOZ.TRSI 1 STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2 (23 )88 1 E- 1 NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. ELECTRICAL QUANTITY SUMMARY o 4-LANE TOTAL TOTAL ITEM NO. MATERIAL TOTAL UNIT RURAL URBAN RURAL URBAN OI - --i-- ram+ C W 616 183 000 FOUNDATION CONCRETE 5.17 5.17 5. 17 CU. YD. '_ i .I.. } -� 616 323 110 CONDUIT - STEEL I" RIGID 115 115 115 LN. FT. 616 323 114 CONDUIT - STEEL 1-1/2" RIGID _ 3850 3850 3850 LN. FT. 616 323 120 CONDUIT - STEEL 2" RIGID 45 45 45 LN. FT. 616 783 001 PULL BOX - CONCRETE TYPE 1 9 9 9 EA. 617 033 214 CABLE - COPPER 3 AWG 14 - 600V 200 200 200 LN. FT. C L - 617 033 514 CABLE - COPPER 9 AWG 14 - 600V 4630 4630 4630 LN. FT. 617 033 614 CABLE - COPPER 12 AWG 14 - 600V 290 290 290 LN. FT. 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS " DID" OR EQUAL I" DIAMETER BEND 617 123 108 CONDUCTOR - COPPER AWG 8 - 600V 200 200 200 LN. FT. - W - L 617 503 130 SIC-TRAF 3 COL-I WAY 12-12-12 1 1 1 EA. 72 2" 2" 617 583 000 SCHOOL CROSSING BEACON 2 2 2 EA. 2 1 � 7 '+2 � r 2 617 603 005 MODIFY CONTROLLER I I I EA. 617 605 040 CONTRL/TRAF - ACTUAT TYPE 4 - INSTALLATION 3 3 3 EA. 3 1/2' 1 - •`I 61T 695 503 SIGNAL STD TYPE 2-A-500-3 2 2 2 EA. ► —IDW --_ I - IDL sl 617 695 905 SIGNAL STD TYPE 2-A 900-5 1 1 1 EA. D e REINFORCED CAGE �� I'_ •I 617 733 621 REMOVE & RESET EXISTING POLE I 1 I EA. I' ---NO. 16 GALVANIZED I� •I 617 763 I01 DETECTOR / LOOP 31 31 31 EA. 3/4" MESH 617 763 601 DETECTOR LOOP SHED. CABLE 2400 2400 2400 LN. FT. 617 781 000 REMOVE & SALVAGE I I I L. SUM 3/8" BRASS HOLD DOWN BOLT WITH HEXAGONAL BRASS NUT. ELECTRICAL BOND. NO. 6 AWG PULL BOX CONCRETE �3„� j COPPER OR EQUAL 1 � MINIMUM DIMENSIONS - BACKFILL TOP 6" WITH TYPE I TYPE II EXCAVATED MATERIAL 6" AND TAMP SECURE I- = 19- 1/4" L = 25- 1/4" - _ N0. 30 FELT PAPER W = 13- 1/4 W = 16- 1/4" D = 12" D = 12" o I O SEPARATION 1 D L = 14- 1/4" 1 D L = 20- 1/4" I D W = 8- 1/4" 1 D W = 11- 1/4" 1 O CONDUIT IN PLACE C L = 15" C L = 2 1" 23 _ AS REQUIRED C W = 9" C W = 12" INDICATES STATE FURNISHED MATERIAL O ELECTRICAL O 0 DETAIL DRAWING 1" CLEAN STONE O O DRAINAGE PULL BOX METAL TYPE 1 W DESIGNED DRAWN PULL BOX CONCRETE TYPE I & II CHECKED REVISED REVISED PULL BOX CONCRETE TYPE I & II O SCALE REVISED AIO L_'D /9-J U -199 1 Dzwm.Irf CAOO 19-JUN-199/ 10:42 ZI AZ:i. 47. 1 1 STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2 (23 )88 E-2_ ARROWS INDICATE PATTERN TO w w J FOLLOW FOR LAYING LOOP WIRE J U > SAWED SLOT - OVERLAY > j PULL / - PULL BOX BOX UL BOX i�Y o - 'A' w d a w L, 4 z J NUMBER OF TURNS AS w INDICATED ON PLANS Ca MAX.I' -0" MAX, -- z t. Y Z Irw / p w u o w = U U iA , / z N r I Z a n w LL a ul LIMIT OF RIGID STEEL CONDUIT o a SEAL END WITH DUC-SEAL I/2" RIGID STEEL CONDUIT —TEE TYPE CONDUIT FITTING > Q o a o 1r 3 w O o O LOOP WIRE LAY i ELEVATE PULL BOX I" ABOVE SIDEWALK i�► LEVEL. SLOPE CONCRETE AWAY FROM PULL BOX LIP FOR 2' IN ALL DIRECTIONS. 2,_ NUMBER OF TURNS AS SAWED SLOT -1 INDICATED ON PLANS -- DIMENSION AS INDICATED Y ON PLANS j A A Q a _ PULL � BOX .••�• `'' v 4 � DIMENSION INDICATED • SI AS ---J ------- v V•' •' ON PLANS PULL BOX w DIMENSION =o T AS = INDICATED OVERLAP DIAGONAL CUTS SO I' 0" MAX. ON PLANS o THAT SLOT IS FULL DEPTH w AT TURN POINTS AND CHIP o - - 1/2" RIGID STEEL CONDUIT L TEE TYPE CONDUIT FITTING DIMENSION ? a SHARP INNER CORNERS w LIMIT OF RIGID STEEL CONDUIT-- - AS m 3 ol INDICATED w i SEAL END WITH DUC-SEAL ON PLANS o 7) I HEAVY LINES SHOW SAW CUTS TO ACCOMMODATE WIRE LOOP PULL BOX & CONDUIT LOCATIONS t RECTANGULAR LOOP � -- OVERLAP DIAGONAL CUTS SO �LONETOTHALF THAT SLOT IS FULL DEPTH AL —� AT TURN POINTS AND CHIP WIDTH SHARP INNER CORNERS NOTES HEAVY LINES SHOW SAW CUTS -2" 1"BEVEL TO ACCOMMODATE WIRE LOOP ' THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. -- THE LOOP WIRE SHALL BE CAREFULLY PUSHED INTO THE SLOT WITH A BLUNT A STICK TO AVOID DAMAGING IT'S INSULATION. A THERMOSETTING POLYESTER QUADRUPOLE LOOP p p COMPOUND SHALL BE USED FOR SEALING THE SLOT AND ANCHORING THE WIRE g'_ d',' LOOP SECURELY. RESISTANCE OF THE WIRE LOOP TO GROUND SHALL BE CHECKED �• • • 'V AFTER THE WIRE IS PLACED IN THE SLOT, BOTH BEFORE AND AFTER THE SLOT IS SEALED. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES A FAULTY �{ 1/4" SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED BEFORE THE DETECTOR LOOP WIRE IS SEALED IN PLACE. DEPTH OF CUT p ` ' THE DETECTOR LOOP WIRE SHALL BE NO. 12 XHHW CONDUCTOR, TERMINATED ASPHALT 2" 2'-0" Dla. v IN A WATERPROOF PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO CONCRETE 1-1/4" ELECTRICAL CONCRETE ENCASEMENT PAD FOR A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANS) WITH A SOLDERED, LOOP DETECTOR PULL BOX WATERPROOF SPLICE FOR THE LEAD-IN RUN. DETAIL ,DRAWING THE PULL BOX SHALL BE ENCASED IN A 2' -0" DIAMETER BY 8" DEEP CONCRETE PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET. CROSS SECTION OF COOP DETECTOR INSTALLATION SAW CUT DESIGNED DRAWN GJS 4-12-73 CHECKED LLC 8-28-73 REVISED CDP 10-20-87 REVISED NO SCALE REVISED MONTANA /u5//gra/172407wm.f�( ,' �1(: 4 CARD 19-JUN- 191 10:47 arc —. - -- --- -- - STATE PROJECT NUMBER SHEET NO. POLE SHAFT SIGNAL ARM FOUNDATION MOUNTING POINTS MONTANA F 50-2 (23 )88 E-3 TABLE 1 O O O O O t20" 11/4" gNC -_�5" OOOOOAANCHOR BOLTS E H J K L M TABLE 2 *1 2 *3 �'4 *S *6 * 7 *8 �"9 SIGNAL EMERG.VEHICLESIGN PANEL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. TYPE 111 LOWER SHAFT IS',20',25'8 30' IB"S0. 17�/z" II/z" I�'4"x 70"x 6"(OVERALL-76") li"S0. B A325 I'/z" II/y" 7 7'-0" 6'-7" DETECTORTYPE (2) LOWER SHAFT 35',40'& 45' 19"SO. 19" III/Q" 1Y4"x 75"x 6"(OVERALL-81") 19"S0. 7 A325 IY4" IYi" 8 7'-6" 7'-I" DESIGN AREA 12.0 SO.FT. NIL B.0 S0.FT. 9.0 50.FT. 9.0 SO.FT. 3.3 S0.FT. 9.0 SO.FT. 3.0 SO.FT. 4.72 S0.FT. DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. Y4" - 10 NC - 3" A325 (TYP. ) -- NOTES DRAG COEF. (Cd) I.2 NIL 1.2 1.2 1.2 0.5 1.2 1.2 1.2 I I NC - 2'/2" A325 (TYP. 1 STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS • 10" E - 1 FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY REMOVABLE CAP AMENDMENTS THERETO). 45'(TYP. ) DESIGN WIND VELOCITY SHALL BE 90 M.P.H. O ` 141/z" 2" SCHEDULE 40 A53 PIPE DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD. AS SHOWN). TABLE 3 O O 21/4-T (BREAK SHARP EDGES FOR - DESIGN WEIGHT DEAD LOAD. WIRE PROTECTION) 15, 20'& 25' 30� ,35',40'& 45' O ALL TYPE (I) LOWER SHAFTS SHALL BE DESIGNED FOR A = 30' AND AMOUNTING HEIGHT OF 45'. ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A 45' AND A MOUNTING HEIGHT OF 45'. MTG.PTS, *I,*2 &*3 *I,*2.*3 &*4 *1.*2.*3,*4 &*5 7" a T1 O(TYP ) - i - 2" SCHEDULE 40 A53 PIPE ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN. I. T 91/z„ i__ _ 7„ (BREAK SHARP EDGES FOR WELDING PROCEDURES, SYMBOLS. BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT WALK WELD HOOK TO POLE WIRE PROTECTION) 1 SHAFT FOR SUPPORT PRIOR TO FABRICATION OR APPROVAL. 1 a $ OF WIRE CLAMP POLE SHAFTS. ARMS. AND ACCESSORIES SHALL BE GALVANIZED PER ASTM DESIGNATION A123. WALK NOTE -PIPE BRACKETS SHALL BE � 1/4" PLATE TOP, I I UPPER SHAFT 6 15' USED FOR MOUNTING TRAFFIC YA" PLATE -- BOTTOM AND SIDES 1 I AND PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS -- �- I. PLATE - OTHERWISE SHOWN ON THE PLANS. I I Y4" THREADED THREADED SCHEDULE 40 - LUMINAIRE ARM CONNECT ION 0 0 - I A53 PIPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PIPE \ PUSH BUTTON I LOWER SHAFT FOR WIRE PROTECTION( (BREAK SHARP EDGES FOR WHEN SPECIFIED I WIRE PROTECTION) *2 SIGNAL MAST ARM 1 FILLER-- LUMINAIRE 1 1/4 O PLATE TOP, \ MATERIAL -MAST ARM LUMINAIRE ARM - 0 0 ' II i BOTTOM AND SIDES *3 - I- -*1.*4 &*5 MIN.II GAUGE 2'- 0" MIN. - --------- __� 3'_10„ 11/z" SCHEDULE 40 A53 PIPE - - *6 ANCHOR BOLT I -- -- -- __� 2" BEVEL - PROTRUSION (BREAK SHARP EDGES FOR -\ , A36 PLATE I I WIRE PROTECTION) 1 1 1 •• UPPER SHAFT -- `\ 5' TO 71/z' O I �2' _-_6/z _ 6/z" 2/z MIN.I 1 GAUGE FACE OF CURB .\ 11 _ - I UPPER SHAFT 1 Y4" PLATE J FOR *1,*2,*3,*4 & *5 FOR *6 i T it r 5° NOTE -REMOVABLE CAPS SHALL BE COUPLING DETAIL 2'- Q.. 2' III II 4 A36 PLATE - SUPPLIED WITH EACH COUPLING NOTE -LUMINAIRE ARM AND SIGNAL SIGNAL ARM CONNECTION EXCEPT FOR*7. *8 &*9. (NOT APPLICABLE TO*7,*8 &*9) ARM ARE IN THE SAME I p o VERTICAL PLANE, ON THE SAME SIDE OF THE POLE. COPPER GROUNDING II 13"SO• - STRAP BETWEEN I I -- CLASS "D" ANCHOR s 0 LOWER SHAFT 12.5' O 1 11 FOUNDATION O CONDUIT AND BARE * AWG NO.6 GROUND 1 - HANDHOLE I 2.S *2 �-� 45 WIRE I 35 15" - ( AND COVER REMOVABLE CAP -- -- 1FOR GROUNDING HEIGHT EQUALLY SPACED NUT HOLDER I ` & 1 1 FOR 1- _ I MOUNTING 8 NO.6 BARS � -- -- - a � Y -45'f TYP. 1 i 0.5' I I I \ - - �1 V� 3 •I 5.. _- NOTE -A HANDHOLE DETAIL *3 -- 2.5'±I.S' 3 AND A NUT HOLDER _ ---- DETAIL SHALL BE 18 *4 *5 a o A36 PLATE REQUIRED. TYPE (1) OR (2) 2'- 6" SIGNAL ARM LOWER SHAFT REMOVABLE COVER PLATE - _ MIN. 7 GAUGE SHALL BE PROVIDED WITH 1L MIN.7 GAUGE EACH POLE SHAFT L Y4" PLATE j f ARROW TO BE LEFT OR RIGHT, --� *7 IS ELEVATION AT BOTTOM OF TRAF. P NOTE-COVER PLATE DETAIL I 45`(TYP. ) Q O PUSH OR BOTH AS REQUIRED. PUSH SIGNAL HEADS (FIELD MOUNTED) �A PORCELAIN ENAMELLED SIGN, SHALL BE REQUIRED. LOWER SHAFT BUTTON BUTTON WAIT FOR WAIT FOR 5" x 73'A", BLACK LETTERS * � - O OF >< 4 HOOPS 1 B GREEN ON WHITE BACKGROUND. WALK I IS ELEVATION AT BOTTOM OF PED. ,SIGNAL ,SIGNAL, SIGNAL HEADS (FIELD MOUNTED) 19• < SPACED EQUALLY SLOT ANCHOR BOLT ♦ 1/," (TYP. I BACK OF CASTING SHAPED TO \ MIN. AT ABOUT I'- 0" SHAFT TO SHAFT O FIT CURVATURE OF POLE. 9 IS ELEVATION AT BOTTOM OF CENTERS � O O * _ it 6 BAR (TYP. ) MOUNTING PLATES DETAIL A36 PLATE CONTROLLER CABINET (BAND MOUNTED) O LONG 21/z" CLEARANCE FOR COLOR FOR "DON' T WALK-WALK" , BASE DETAIL SIGNAL SIGNAL 3" THREADED SCHEDULE 40 A53 PIPE,- 10' PROJECTING FROM SHAFT 2", WITH TYPICAL FOUNDATION PEDESTRIAN PUSH BUTTON SIGN REMOVABLE CAP. BREAK SHARP EDGES 7, FOR WIRE PROTECTION. TYPICAL SIGNAL MOUNTINGS q5� 2.5' 4 ® ®moo ®m® CURB -- �-[-- o COMPARTMENT 2A & 3A STANDARDS TERMINAL ELECTRICAL _ n DETAIL DRAWING L - POLE SHAFT SIGNAL TYPE 2A & 3A SIGNAL STANDARDS DESIGNED JUG 9/84 O ®m® I ®®® ®�®� SIGNAL FACE STANDARD PIPE BRACKETS FOR PLUMBIZER CLAMSHELL POLE ' FOUNDATION DETAILS, AND DRAWN CDP 9/84 444 ELEVATOR TYPICAL ORIENTATION FOR CHECKED TYPICAL SIGNAL MOUNTINGS REVISED CDP 12/87 MAST ARM POLE MOUNTING TRAFFIC MAST ARM MOUNTING FOR PEDESTRIAN REVISED MOUNTING AND PEDESTRIAN SIGNALS MOUNTING SIGNALS ONLY PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A NO SCALE REVISED MONTANA /u5//p!o/1224DZwm.I!/ C ADD l9-JUN-1991 10:54 L 40, 1 7 Ora STATE PROJECT NUMBER SHEET NO. MONTANA F SO-2(23 )88 E 4 1 A A B" 0 SIGNAL HEAD. �� - HOOD 4 BACAPLATE (TYPI _ — Ln b— �C I I WEA'LIER T. GHT CONNECTION W/ GASKET 1 I t B PI 2.. M Iltz.. M II/z" PIPE 1" ' PE ITYPI 1 - SIGNAL STANDARD MASTARM ' 1 9S21EDDLE 40 PIPE (SEE SHEET E-3 CASKET REQUIRED EouPLINc DETAIL Toa+u / * +— - BETWEEN CONCRETE & BOTTOM OF CABINET. DRAIN EL,CTRIAL BOND, NC. fi „ I--12,(TYPI COPPER OR EOLA, - -� ---�- BACKI Il.l 101' 6' WITH - - EXCA`JATED MA-ERIAL AND TAMP SECJRL NO. 30 FELT PAPER— SEPFRATION --— - VIEW A b CONDUIT IN PLACE AS REO(IIRE.D 1 00 _ y I CLEAN STONE - TaAR sAcaBRAnND ASTRO BRAC. MALE DRAINAGE JT T-BOL' SIGN FACE I _ OVERHEAD SCHOOL CROSSING TYPE A'D" CONTROLLER CABINET BEACON & SIGN ASSEMBLY 1 MOUNTING TYPICAL CABINET DIMENSIONS (±) WIDTH = 30" HEIGHT = 51" DEPTH = 16" ELECTRICIAL DETAIL DRAWING CONTROLLER CABINET - PULL BOX CONNECTION DESIGNED RHS DRAWN -R_HS OVERHEAD SCHOOL CROSSING CHECKED BEACON & SIGN ASSEMBLY REVISED REVISED NO SCALE REVISED y MONTANA 'yr]!ll?t P,'H',n.f�/ 7f A2:[40, 11 PROJECT NUMBER SHEET NO. MONTANA I F 50-2 (2S )88 E-5 INSULATED --- REMOVABLE CAP CLEVIS ---- WEATHER HEAD REMOVABLE CAP \ ENTRANCE FITTING 1201240 VOLT (� - ------ -- --------- z.5't1.5' SERVICE METAL POLE I I I I 1-1/2" STEEL CONDUIT-- 19' I MIN. e'vnn,N cLLnRArvice 3 OF N0.B AWG i j 19' MIN, 3/4" STAINLESS STEEL BAND MOUNTING (TYP. 1 I 57 A. 393-58 6° MIN. - . -- 30.1 ----- — - -- METER BASE STA. 393�20 RIGHT T— CABINET OVERHEAD SCHOOL CROSSING BEACON PROFILE 60" MIN. 72' MAX. 1201240 - METER BASE 2 VOLT SERVICE 3" MIN. i - SOLID STATE 2 CIRCUIT AWG N0.8 - - o -- FLASHER WITH R. I. SUPPRESSOR a -------- --- LIGHTNING ARRESTER I a I I r- -AWG N0. 14 1 I --- AS WIRING 11 REOUIRED O O CONTROL BOX "1 - I IF I I CIRCUIT BREAKER - � -+; � AWG N0. 14 15 AMP. ; POLE, SINGLE THROW O O 5/8" X 8' COPPERWELD I GROUND ROD I I I I I SERVICE ASSEMBLY DETAIL I I ' METAL POLE I - - SOLID STATE TIME CLOCK BARE AWG NO. 6 ELECTRICIAL GROUND ROD DETAIL DRAWING OVERHEAD SCHOOL CROSSING BEACON PROFILE DESIGNED RHS 5-91 WIRE DIAGRAM FOR BEACON WIRE DIAGRAM DRAWN RHS 5-91 SCHOOL CROSSING BEACONS CHECKED SERVICE ASSEMBLY DETAIL REVISED REVISED REVISED A/ONTANA I lwr/gra/1224Dnvm.lr1 '-A2;C 4C, Ca ll 19-JUN-1991 /0+58 r STATE PROJECT NUMBER SHEET NO. EXI;,ING 2 SILLL CC`4'IjT,�RESERVL PiA;_L. LOOP DETECTORS L\EXTEND 10' LEFT AND REWIRE: MONTANA F SO-2(23 )HH E_6 ASSOCIATED 2 OF AWG 8 CONDUCTOR LOOP N0. DIMENSIONS NUMBER OF TURNS TYPE OF LOOP LOOP CONNECTIONS VEH. PHASE I OF 2 AWG 14 LOOP DETECTOR CABLE TO (FEET) IN LOOP LOOP DETECTOR PULL BOX LEFT AT STATION LD-I 6 x 12 2 RECTANGULAR SERIES 387+05. LOOP DETECTORS I D-2 6 x 12 7 RECTANGULAR SERIES TO AMPLIFIER — 01 I OF 12 AWG 14 CABLE TO NEW SIGNAL LD 3 6 x 12 2 RECTANGULAR SERIES POLE LOCATION AT STATION 387+18. DIMENSIONS NUMBER OF TURNS TYPE OF LOOP LOOP CONNECTIONS ASSOCIATED LD 4 6 x 12 2 RECTANGULAR I OF 12 AWG 14 CABLE TO SIGNAL POLE LOOP N0. (FEET) IN LOOP VEH. PHASE LD 5 6 x 25 3 RECTANGULAR SERIES 51' LEFT OF STATION 386+44, LD 6 6 x 25 3 RECTANGULAR TO AMPLIFIER — LD 1 6 x 12 2 RECTANGULAR SERIES PARALI Et 03 LD 2 6 z 12 2 RECTANGULAR SERIES TO AMPLIFIER — LD 7 6 x 20 3 RECTANGULAR NG 2 REPLACE AND REROUTE EXIST SERIES I '. STEEL LD 3 6 x 6 3 RECTANGULAR LD 8 6 x 20 3 RECTANGULAR AlLy CONDUIT, BEGINNING AT STATION 386+61.5 LD 4 6 x 8 3 RECTANGULAR CIE 6 x 6 3 RECTANGULAR TO AMPLIFIER — — TO NEW SIGNAL LOCATION AT STATION 387+18. LD 5 6 z 8 3 RECTANGULAR SERTS TO AMPLIFIER — CIE 2 6 X 6 3 RECTANGULAR TO AMPLIFIER — — REWIRE: CIE 3 6 X 6 3 RECTANGULAR TO AMPLIFIER — — 2 OF AWG 8 CONDUCTOR CL 4 6 x 6 3 RECTANGULAR TO AMPLIFIER — — CL 5 6 x 6 3 RECTANGULAR TO AMPLIFIER — — 1 OF 12 AWG 14 CABLE AS PER NOTE © ' CIE 6 6 x 6 3 RECTANGULAR TO AMPLIFIER — — /\ REPLACE AND REROUTE EXISTING I" STEEL c9 CONDUIT LEFT OF STATION 387+05 (APPROX) n EXISTING - STEEL CONDUIT TO NEW SIGNAL POLE LOCATION AT STATION INSTALL NEW LOOP DETECTORS LD 1, 2, 3 & 4 L4 INSTALL 2 OF DETECTOR LOOP CABL 387+18. REWIRE: 41 0 REPLACE EXISTING 1" STEEL CONDUIT AS ) EXISTING - STEEL CONDUIT - - I OF 2 AWG 14 LOOP DETECTOR CABLE AS NECESSARY AS PER DETAIL Al INSTALL 3 OF DETECTOR LOOP CA[3L1 PER NOTE © Q I EXISTING LOOP LDETECTORS LD 5, 6, 7 & 8, 6 EXISTING - STEEL CONDUIT INSTALL NEW LOOP DETECTORS LD 4 & 5 = � AS IN INSTALL I OF 9 AWG 14 CABLL A REPLACE EXISTING I' STEEL CONDUIT AS Fc,—T INSTALL 6 OF DETECTOR LOOP CABLI NECESSARY AS PER DETAIL ~ W ATE HEADQUARTERS EXISTING I OFTLDETECEL TOR (LOOP CABLE 1 _I n EXISTING LOOP DETECTORS LD 1, 2 & 3, Ln I LD`6_ JI I Ly 6 INSTALL 2 OSTEEL CONDUIT CABLE A PRESERVE IN PLACE SEVENTH D A Y � INSTALL 2'' STEEL CONDLAT ADVENT ISTS LD 5_._) �� A 2 OF 9 AWG 14 CABLE T_I Q0 36 � \ I S/!S LIEF,,ANTANA STATION POWER8B 41 TO BEOMNARE RFLOCAI`DE — _— 1- BEYOND 55' LEfT BY MONTANA POWER COAPANr. ILA- I 377.14 11 -�_ - W -----G------ ------- - ------,-"- - ---1 ------------------------------ 6 - -"- - - G. 39 r i , C-_ I I REMOVE EXISTING SIGNAL POLE 44'LEFT AT I C L-?I -- -- , 37Br61 10 1 I— F E STATION 7TEL 1B. RESET ON NEW IO 381,18 _ I APPROXAIA I Sa' LEFT AT STATION lair l8. 11ON SO — I—N 1� 2'B X 7 WELOCATE ABACK OF THE S DEWALK FA E OF TNE POLE I v I I�`�♦• I I I 8 2'6' X 7'TH FSAC OF I otiJo 3nroE 1 ! 1' 178r51 WEST MAIN ST o I �I 11 C L I_31`�-- l--6 39 i 2 =-J i CL�4i 11 -�-� WEST MAIN ST< I I , I-11 l 1 +I = }I NG I 1.1 I I.In" STEEL CONDUIT - I OF 9 AWG 14 CABLE / 1 1 ___-- 111 1 -- — ---------------------------- —I----0—�31 I-vz' STEEL coNDUIT ---4J ^, ,. i �� c_�2 � PB-3 ; 1 I OF 9 AWG IA[ABLE 36 REMOVE AND SALVAGE EXISTING CONTROLLER L D-3 1 1 INSTALL NEW CONTROLLER REMOVE AND SALVAGE EXISTING CONTROLLER A I INSTALL NEW CONTROLLER CL 5, LD LD_g I / 13' PHASE DIAGRAM PHASE DIAGRAM PPB ELECTRICIAL PPB----- - PPD Ilk _ 4 r.--- DETAIL DRAWING �0 2 — 0�I —r —i� �' + ,!ES t . MAIN - _�:') MAN DESIGNED RHS 91 3 -_1 5- PPB—i___-� PPB PPB PPB AL L A_I N TT nS TTII �7( DRAWN RHS 5-91 �{ 1 02 0j X2 3 1 I 02 03 CHECKED REVISED REVISED REVISED MONrANA /usr/qro/1224Dzwm trl - 1 C ADO 19-JUN-f991 STATE PROJECT NUMBER SHEET NO. LOOP DETECTORS MONTANA F 5 0-2(23 )88 E-7 LOOP NO. DIMENSIONS NUMBER OF TURNS TYPE OF LOOP LOOP CONNECTIONS ASSOCIATED LX1,;N';, til i I'- "I I? .)L"AIL . (FEET) IN LOOP VEH. PHASE LD 1 6 x !7 RECTANGULAR A (XI�1 V., I LD 2 6 x 17 2 RECTANGULAR SERIES TO AAIPLIF IER — 03 LD 3 6 x 17 3 RECTANGULAR PARALLEL LD 4 6 x t7 3 RECTANGULAR /� LD 5 6 z 6 3 RECTANGULAR �R,,, LLb\1, LD 5 6 x 6 3 RECTANGULAR TO AAPLff IER — a'LD 7 6 x 6 3 RECTANGULAR LOOP DETECTORS LD 8 6 x 6 3 RECTANGULAR 2" 3 RECTANGULAR LL /,n-� 0LOOP NO. (FEET) DIM NS NUMBER OF TURNS TYPE OF LOOP LOOP CONNECTIONS ASSOCIATED LD 9 6 x '.8 LD 10 6 x 18 3 RECTANGULAR PARAE (---'' INS-ALL _`� . . (FEET) IN LOOP VEH. PHASE LD 11 6 x 18 3 RECTANGULAR TO AMPLIFIER — 02 CL 1 6 x 6 3 RECTANGULAR TO AMPLIFIER — PARALLE - CL 2 6 x 6 3 RECTANGULAR TO AMPLIFIER — LD 12 6 x 18 3 RECTANGULAR E XIST LNG I OOP C: I! I,_ �.: I8 CL 3 6 x 6 3 RECTANGULAR TO AMP L iF IER — CL 1 6 x 6 3 RECTANGULAR TO AMPLIFIER — — PRF SFRVF IN PLACE CL 4 6 x 6 3 RECTANGULAR TO AMPLIFIER — CL 2 6 x 6 i RECTANGULAR TO AAPL IF IER — — CL 5 6 x 6 3 RECTANGULAR TO AMPLIFIER — CL 3 6 x 6 3 RECTANGULAR TO AMPLIFIER — — /I/�4� INSTALL 2" STEFt IJ;1L. I CL 4 6 x 6 3 RECTANGULAR TO AMPLIFIER — — `J INSTALL 2 GL Ui 11 `;O ff,I CABL:- CL 5 6 x 6 3 RECTANGULAR TO AMPLIFIER — — INSTALL 2 Of `: AWG 1 � -ALLE CL 6 6 x 6 1 3 1 RECTANGULAR TO AMPLIFIER — — A!V INSTALL 1 ' STEEL COI,IIJ'� INSTALL 2 OF DETFC7(1k CABLL LL1 > A EXISTING 2' STEEL CONDUIT Q INSTALL 2 OF DETECTOR CABLE O EXISTING I" STEEL CCNDt11T INSTALL 2 OF DETECTOR CABLF O !I z — ~ Q EXISTING 1" STEEL CONDLI T O INSTALL I OF DETECTOR CABLL A EXISTING STEEL CONDL.T W INSTALL 4 OF DETECTOR LOOP CAEc - - -, CL-6 LD q-I -- Q - I O� A - \ —__ --------'k,--4I -� - -CI_I_I�I 401.30 -I I 4o1.R1 I�I 23 CL-2 I� \ I -t-- --- 400.36 C LI-_ZI 1 I I I J I 4os.ToJ� 400�20 Ln Lfl 1 4 -+ n1n 1 Y Cot 410159 \ FrII II -- --WEST MAIN ST A _-�--fI CO>F-1 - E—-- WEST T MAIN S7 0, CLI-3 I� Le 2r 403. IIf-)I 2 4ol—aT-O OF WG 14 CARLE r If_J :-_ - CL-4 I� I - EXISTING 1 I/1 i,L,----------- --- A INSTALL 3 OF DF-! CT^R I 'JnF' rAB! I rr-------- \ J�-% cx I - - - -\ ----- -- \ - /�i, P B-6 _ - -- --��— � i' PB-8 INSTALL 2` s \ 36 / I INSTALL 2 of in ..ILi'� L.;;;'I CAB• PB-9 I 36 �i INS f AI L I OF 9 A?." 1 F L---- / 6 \ I�D_-� _ I' ' L --I—I REMWVE AND SALVAGE MSTFNG CONTROLLER ClT"�I W II�T I INSTALL NEW CONTROLLER — CL-S W 1�11► Q PHASE DIAGRAM PPB PPB P r — — PPB APB ELECTRIC (_ - DETAILL DRAWING ING 0 f - Pitt t �-�----► -' DESIGNED RHS 5-91 PPB PPB DRAWN RHS F-91 0 �X2 03 TT PPB PPB .. CHECKED X/ REVISED REVISED REVISED MONrANA /uwgrol 1224Dzwm.!r/ C aOD 19-JUN-1991 10 47 Oro STATE I PROJECT NUMBER SHEET NO. MONTANA F 50-2 (23 )88 F-8 Z ACONNECT NEW 1-1/2" CONDUIT TO EXISTING 1-1/2" CONDUIT �LJ A CONNECT NEW 1-112" CONDUIT TO EXISTING 1-1/2' CONDUIT BEYOUND EXISTING FOUNDATION LOCATION LQ A INSTALL NEW 9 AWG 14 (INTERCONNECT CABLE) TO W CONTROLLER AT NORTH 7TH AND MENDENHALL AND Q SALVAGE EXISTING 12 AWG 14 CABLE J m Q V W 2-AS00-3 SIGNAL STANDARD 2'6' X I" FOUNDATION i i _ y NLN SIGNAL HEAD WEST MAIN ST. 0 0 w � I Z W Q Z ELECTRICIAL DETAIL DRAWING STA. 4 1 4 +5 1 > 4 END F 50- 2 ( 23 ) 88 DESIGNED RHS 5-91 DRAWN RHS 5-91 CHECKED REVISED REVISED REVISED MONTANA /usr,1Uq O/122407wm.l!I CADD 19-JUN-1991 10:54 ! _ _. STATE PROJECT NUMBER SHEET NO. AMONTANA F 5 0-2 (23 188 E-9 INSTAL t NSiALL NCW LOOP DETECTORS LD I, 2.3 8 4 Q EXISTING - STEEL CONDUIT REPLACE EXISTING 1" STEEL CONDUIT AS INSTALL 2 OF DETECTOR LOOP CABLE NECESSARY AS PER DETAIL Q EXISTING - STEEL CONDUIT 5 INSTALL 3 OF DETECTOR LOOP CABLE 1� EXISTING LOOP DETECTORS LD 5, 6, 7 8 8 2L,PRESERVE IN PLACE Q EXISTING - STEEL CONDUIT INSTALL I OF 9 AWG 14 CABLE AEXISTING - Si EEL CONDUIT INSTALL 6 OF DETECTOR LOOP CABLE INSTAII 1 OF DETECTOR LOOP CABIE QINSTALL I" STEEL CONDUIT Ln INSTALL 2 OF DETECTOR LOOP CABLE O Cb 00 LL) M M Lu Ln N � M r 4 I� 1 n' WEST MAIN ST. GEM, STEEL coNDU T ---- n CL 4 / � r ` Of 9 AWG 19 CABLE _ T .HULL xL.caXTBa,EAT� I I I w � I a I x I Ln F- =I I 0 Ln o � � DrIL ITY FASF AIE 4' CO o 2 A-900-5 SIGNAL STANDARD Z _ _ 1.6' 1 1 6' 11,DATION _ cD J HIGH SCHOOL PARKING LOT 0Y LR". SP,06L CROSSING BEACON W RTC. AT STATION 393"58 DoISFE AT SHEETS E-4 6 E-S) STATE HEADQUARTERS m SEVENTH DAY AD VENTSTS i E%ISIINc PEDESTRIAN FLASHER REMOVE AND SALVAGE a i _- 44ISLEF MONTANA STA STATION 11 CO To TIE PE.A".POLE (SEE SPECIAL GPROVISIONS) � 44' LEFT AL STATXM 388+95 TO BE REL OC ATEO I REUSE EXISTING ELEC Tfl IAL SERVICE BEYOND SS' LEFT BY MONTANA POWER L4t3 ASSEMBLY ON NEW INSTALLATION\\ t REMOVE EX TING SIGNAL POLE 94 IEFi Al IT - -- EXISTING I" STEEL CONDUIT STATION 38i+18. RESET ON NEW FOUNDATION r. FI APPRO%4MTELY 54' EFT AT STATION 38-11. REMOVE 30I1.5' n LOCO IE FOUNDATION SO THE FACE OF THE POLE _i I 1e\ IS BEHIND THE BACK OF THE SIOERATx. SCHOOL CROSSING BEACONS`JI- SCHOOL CROSSING BEACONS // \ , C - --I-t/2" STEEL CDNOUIL T //• STEEL CONDUIT WE S T MA IN J T o CF 9 Awc 14 CABLE ]F 1 AW 14 :AM F �� n I-i/2" STEEL CONDUIT --jam I ___ ------------------- --- - —_--- _----_ — - - --_-----_ —_ J// ------------------------- I OF 9 AWG I4 CABLE I ^ PB-} PS J EXISTING 2" STEEI. CONDUIT,PRESERVE IN PLACE, �I r'I ACE AND REROUTE EXISTING 1" STEEL EXTEND 10' LEFT AND REWIRE, L:INUUIT LEFT OF STATION 387+05 CAPPROX) EXISTING PEDESTRIAN FLASHER 1'] NEW SIGNAL POLE LOCATION AT STATION REMOVE AN O SALVAGE 2 OF AWG 8 CONDDC TOR 387E IB. OF 2 AwG I4 LOOP DETECTOR CABLE TO HE WIRE, ISLE SPECIAL PROVISIONS) WIT XEW cwnaLUTXc cw,+a.w LOOP DETECTOR PULL BOX LEFT AT STATION 2-A-S00-3 SIGNAL STANDARD 387.05. I OF 2 AWG 14 LOOP DETECTOR CABLE AS 2'6" % 7'0" FOUNDATION I OF 12 AWG 14 CABLE TO NEW SIGNAL. PER NOTE® OVERHEAO SCHOOL CROSSING BEACON POLE LOCATION AT STATION 387+18. RIGHT AT STATION 393+20 I OF 12 AWG 14 CABLE TO SIGNAL POLE 'INSTALL NEW LOOP DETECTORS LD 4 8 5 ISEE DETAIL SHEETS E-4 6 E-5) SI' LEFT OF STATION 386+44. A REPLACE EXISTING I. STEEL CONDUIT AS DE \ REPLACE AND REROUTE EXISTING 2" STEEL NECESSARY AS PER TAIL / CONDUIT, BEGINNING AT STATION 386,81.5 EXISTING LOOP DETECTORS LD 1, 2 6 3, DES NED RH$ , 'I'I TO NEW SIGNAL LOCATION AT STATION 38741 B. ©PRESERVE IN PLACE REWIRE, DRAWN RH$ 5 91 CHECKED 2 OF ANG 8 CONDUCTOR /n� INSTALL STEEL CONDUIT I OF 12 AwG 14 CABLE AS PER NOTE® @�? OF 9 AINWG 14 CABLE ' REVISED REVISED REVISED MONTANA /US//910/1224 DZw1R.FT( O ADD 1 1 19-JUN-1991 10:42 pro _- STATE PROJECT NUMBER SHEET NO. w MONTANA F 50-2(23 )88 E- 10 x L(1 Q - a 2 Ln 0) O o W O rr� N U, o i z 00 w j + I Q of Z O I � c 0 CL-6 L D_o `I f WEST MAIN ST> v� CL_21� n yyl--'yyl 1-I/2" STEEL CONDUIT-P �mi 1rj J14 J�CIJ-3� 1-IF 9 STEEL CONDUIT I I'.F 9 AA' I4 fAHLE { I 1�lor Jr� \ I OF 9 AMG 11 CABLE C+a MTIL•xm CNT ER carxaicx \ _ xsrxu xc.carAn.cxr.c O AINSTALL NEW LOOP DETECTORS LD 5, 6, 7, 8. 9 1 T1 LL D_I� V1 10, 11 6 12 IN EXISTING LOCATIONS. REPLACE CL-5 W EXISTING I" STEEL CONDUIT AS NECESSARY AS PER DETAIL. 2 EXISTING INSTALL I" STEEL CONDUIT W © IN-TALL 11 OF STEEL DETECTOR L1OOP CABLE ® INSTALL 2 OF DETECTOR CABLE Q ®EXISTING 1-1/2" STEEL CONDUIT A EXISTING 2" STEEL CONDUIT INSTALL 2 OF DETECTOR CABLE INSTALL I OF DETECTOR LOOP CABLE O ® 2" STEEL CONDUIT - PRESERVE IN PLACE A EXISTING I" STEEL CONDUIT INSTALL 3 OF DETECTOR LOOP CABLE L�INSTALL 2 OF DETECTOR CABLE AEXISTING LOOP DETECTORS LD 1, 2. 3. 4, A EXISTING 1" STEEL CONDUIT PRESERVE IN PLACE L_ INSTALL I OF DETECTOR CABLE AINSTALL 2" STEEL CONDUIT T A EXISTING STEEL CONDUIT INSTALL 2 OF DETECTOR CABLE INSTALL 4 OF DETECTOR LOOP CABLE INSTALL 2 OF 9 AWG 14 CABLE O 2 1 Q O W L> 2 p Lu 2 W 2 jLLJ Q W x m N ti = J F w ON � z-Asoo-s 1—srxxo.Ao rA•x ro.rowoxrox I!I A CONNECT NEW 1-112" CONDUIT TO EXISTING 1-1/2` _ --- __ CONDUIT - a-2 JVr ---�— -__ - EC A CON RE CONNECT NEW - 2 CONDUIT TO EXISTING I-1/2" CL-I (STING FOUNDATION LOCATION ® INSTALL NEW 9 AWG 14 (INTERCONNECT CABLLI :0 \ C II ' CONTROLLER AT NORTH 711H AND MENDENHAL I. AND -+-- II I/2"+STEED a0N0Uli --� WEST MAIN ST. I n' SALVAGE EXISTING 12 AWG 14 CABLE \\ qx.: re:n p PS-9 ylZ.._ONiROLLCR Fr P8 8 I ®EXISTING 1-1/2" STEEL CONDUIT W INSTALL 3 OF DETECTOR LOOP CABLE O It W ® INSTALL 2"NSTALL 2 OF T DETECTOR EEL UL OOP CABLE IT j INSTALL I OF 9 AWG 14 CABLE 2 I� Q � T ti n F 50 2 ( 23 ) 88 DESIGNED RHS 5 y'. STA. 4 1 4 +5 1 . 4 WEST MAIN DRAWN RHS 591 END F 50- 2 ( 23 ) 88 � /"��� ' ATIN COUNTY CHECKED REVISED REVISED REVISED MONT AN /usr/pia/1224Dzwm.f/I CADD 19-JUN-/99 r 10:47 T