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HomeMy WebLinkAboutFederal Aid Project No HDP - IR 9113(001)F - Bozeman - N 19th Ave Interchange DESIGN DATA MONTANA DEPARTMENT OF TRANSPORTAT .'(ON _1199z AALIT - -•,�',. r I ADT-2012 NODHV r FEDERAL AID PROJECT NO. HDP IR 91 13 (00 1 ) F ��~� I �o{L` I' sc. ;�. ,•• � l� Lr a ALL TRUCKS P .� � �-` `�` � � f '~- �''��- GRADE GRAVEL, PL. MIX SURF. & STRUCTURES 1 LETTING DATE BOZEMAN - NORTH 19TH AVENUE INTERCHANGE Lr'•.. _ _•= �f J A CONTROLLED ACCESS FACILITY PROJECT SITE GALLATIN COUNTY - - - LENGTH 0.0 MILES SCALES HORIZONTALS 1 Inch—100 Feet VERTICAL I Inch— 10 Feet CROSS SECTIONS--HOR. & VERTa 1 Inch= 10 Feet REDUCED PRINTS APPROX. 1/2 ORIGINAL SCALE E. rl X°. `ll• � m .4J 1 GA LATIN cT L COUNTY AFPROX. SCALE: 1" = 4000' SURFACING SOURCE CONTRACTOR FURNISHED r ,I ti BOZEM N vi .�� .wt• .XI 1 �A ro77 •.} i � � '�� � P DEC)93 5 I• • •I I • 62E2b2VT'�2.o I STATE OF MONTANA DEPARTMENT OF TRANSPORTATION RELATED PROJECTS APPROVED a OONT4,y4 w w 19 c NORTH 191H AVE (FAU 1201) (7 (7 / DAVID S. OAK ST (FAU 1202) MAR'✓.N DYE o JOHNSON EAST VALLEY CENTER DR.(FAS 235) m? m DIRECTOR OF HIGHWAYS �� 2436E Q W \'E w I. N 7 N N CD W 0)n W Z 8Y ff�SrE R�� W Q yG�MEEp OM M 2 j 'o N N Z (p PRECONSTRUCTION ENGINEER CO x O op O M K O ID IA •- N F M Co ~ M M UFEDERAL DEPARTMENT OF F ADMINISTRATION� N O+ uj m tuj ND Q m m 1 In ' 00 Q m DO ul) CC ASSOCIATED PROJECT W m > W Cc > Li AGREEMENT NUMBERS a z a 0 a a z a 0 a APPROVED R W a I.C. HDP 90-6(57)305 Q ~ ai THIS CONTRACT - - —P. E. 19�-6(51)305 0.0 MILES DIVISION ADMINISTRATOR DATE STATE I PROJECT NUMBER I SHEET No. MONT. HDP-IR 91 1 3(001 ) 2 TABLE OF CONTENTS BDZEMAN INTERCHANGE '"``- E r�o• SIGNING PLANS SHEET NO. ROAD PLANS Z� SUMMARY S1 TITLE SHEET S2 - S4 W S LOCATION & ERECTION SPECIFICATIONS ICAT IONS _< TABLE OF CONTENTS S5 - SE PLANS a io NOTES & LINEAR & LEVEL DATA CONTROL TRAVERSE 4 TYPICAL SECTIONS 5 10 SUMMARIES GRADING, ADDITIONAL EXCAVATION & EMBANKMENT, OBLITERATE ROADWAY, 11 PAVEMENT MARKINGS, TOPSOIL - SALVAGE & REPLACE, SEEDING. NEW METAL ELECTRICAL PLANS E1 - E5 GUARDRAIL, BLUETOP STAKING, MANHOLES IN PLACE ADJUST TO GRADE, IMPACT ATTENUATOR. CULVERTS, FENCING, CULVERT SUMMMARY RECAP 12 SURFACING, SUPPLEMENTAL ITEMS. 13 CROSS SECTIONS ' - 52 DETAILS INTERCHANGE 14 15 CONTOUR GRADING 16 17 MEDIAN FILLER, TEMPORARY BARRIER RAIL, SUBEXCAVATION & 18 SIDEWALK WIDEN AT BRIDGE ENDS. 19 20 RACETS PLAN & PROFILE 21 - 22 BRIDGE PLANS CONSTRUCTION PLAN 23 RAMPS 1 & 2 24 RAMPS 3 & 4 25 2 N. 19TH AVE. - SPRINGHILL ROAD 27 0 jm m D tf r i.l N CSD: 1437SUM.DGN 7-14-93 STATE P�ROJECT�NUMBER SHEETNo. LINEAR 8c LEVEL DATA NOTES MONT H ) 3 BOZEMAN INTERCHANGE BASIS OF PLAN QUANTITIES LEVEL DATUM SOURCE (QUANTITIES FOR ESTIMATING PURPOSES ONLY) BEARING EQUATION COMP. WT. OF PL. MIX BIT. SURF. = 3855 LBS. PER CU. YD. PL. MIX. BIT. MAT'L. = 6.0% WEIGHT OF PLANT MIX MAT'L. LEVEL DATUM IS ESTABLISHED FROM PROJECT IRS 235-1(1)5 AND S. 52'19'57" E. PROJECT 1-90-6(13)296 = BIT. MAT'L. = 8.5 LBS. PER GALLON IS BASED ON AN IRON PIN WITH AN ALUMINUM CAP LOCATED S. 53'29'55" E. PROJECT 1-90-6(51)305 P.E. PRIME = 0.30 GALLON PER SQ. YD. 126.63' RT. OF STA. 1534+39.96. TACK = 0.05 GALLON PER SO. YD. SEAL = 0.35 GALLON PER SQ. YD. (LATEX MODIFIED) ELEV. = 4659.97 COVER MAT'L. = 25 LBS. PER SQ. YD. COMP. GRAVEL WEIGHT EST. = 3700 LBS. PER CU. YD. l Y I)kATLD I IME= i- Of PLAN!MIX SURF SLOPES SEE X-SECTIONS & TYPICAL SECTIONS FOR CUT & FILL SLOPE BEARING SOURCE RATIOS. BACKSLOPES WILL BE ROUNDED IN ACCORDANCE WITH STD. DWG. NO. 100. BEARINGS SHOWN ON THESE PLANS WERE ESTABLISHED FROM PROJECT 1-90-6(13)296. MISC. TO BE MOVED OR REMOVED ALL PRIVATELY OWNED SIGNS, TO BE REMOVED BY OTHERS-CONTRACTOR SHALL NOTIFY OWNER. ALL STATE OWNED SIGNS, AND MISCELLANEOUS ITEMS THAT CALL FOR REMOVAL SHALL, BE REMOVED, TRANSPORTED AND STOCKPILED BY THE CONTRACTOR AT THE M.D.O.T. MAINTENANCE YARD IN BOZEMAN. CLEARING AND GRUBBING COST SHALL BE INCLUDED IN PRICE BID FOR UNCLASSIFIED EXCAVATION o SURVEY MONUMENTS Z N ALL SURVEY MONUMENTS, SECTION CORNERS AND 1/4 CORNERS SHALL c I ` BE REFERENCED BY THE CONTRACTOR PRIOR TO BEING DISTURBED BY CONSTRUCTION. a N APPROACHES (STD. DRAWING 'NO. 103) / PUBLIC & PRIVATE TYPE "A" PL. MIX SURF. TO R/W LINE ? QUANTITIES FOR AVERAGE APPROACH 10 �q �A TYPE A Z P9 24' TOP X 45' 0.205CRL P .OP SURF.MIX SURF. 13 TONS ny 0.50 CR. BASE COURSE 11 C.Y. 9Z PL. MIX BITUM. MAT'L 0.8 TONS �\ PRIME 0.2 TONS TELEPHONE, NATURAL GAS AND ELECTRICAL POWER 1 BEFORE BEGINNING EXCAVATION OR OTHER CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL CONTACT THE FOLLOWING TO VERIFY LOCATION AND DEPTH OF BURIED CABLES AND OTHER UTILITIES : 1-800-424-5555 PIPE ABANDONMENT D COSTS ASSOCIATED WITH PIPE ABANDONMENT SHALL BE INCLUDED IN CULVERT EXCAVATION. V N IRRIGATION DITCHES TRAFFIC FLOW LINE DIAGRAM o ALL EXISTING IRRIGATION DITCHES LOCATED WITHIN THE INTERCHANGE 7 AREA SHALL BE OBLITERATED. ESTIMATED 2012 r� ADT VOLUMES f � FENCE REMOVAL TO MAINTAIN CONTROL OF ACCESS REMOVAL OF EXISTING FENCE SHALL NOT BE DONE UNTIL NEW FENCE IS IN PLACE. ESTATE PROJECT NUMBER SHEET N. 19TH INTERCHANGE -- BOZEMAN MONT. HDP71R 9113(001) 4 CONTROL TRAVERSE DIAGRAM NOTE: BOZEMAN INTERCHANGE SCALE 1" = 200' a 4A = 1990 CONTROL TRAVERSE POINT 37 ! MDOT CONTROL POINT EAST VALLEY CENTER DRIVE 1990 CONTROL TRAVERSE POINT 1991 CENTERLINE POINT m �I (D O Ln w a Ln z Ln (y m 0 Ln U u� N O r%)�cV r7 I I I I I I r Li a In -- O� y� ti°j a RAMP PT = 1563140.S4 J R/W COORDINATE TABLE POINT NORTH EAST / CONTROL TRAVERSE COORDINATE TABLE I.D. (Y) (X) LOCATION w� n" `4 �C 1 1557251 43340.21 208.41' LT. 1534+72.01 1-90 POINT NORTH EAST ELEV. 2 14961.72 44119.20 130.00' LT. PCC 1542+51.57 RAMP 2 h I.D. (Y) (X) (Z) LOCATION 3 14799.31 44180.00 130.00' LT. 1544+00.00 RAMP 2 4 1464292 4167.05 90.00' LT. PT 1545+32.84 RAMP 2 d �Q PT 28 15371.25 43069.18 4659.97 26.65' RT OF STA. 1534+39.96 5 14271.09 44199.54 90.00' LT. PC 1549+06.09 RAMP 2 oT QP PT 29 13775.96 44006.93 4669.92 97.55' RT OF STA. 1553+56.81 6 14018.64 44236.43 90.00' LT. PT 1551+71..0 RAMP 2 ^� \ PT 30 112152.51 44'10.77 4694-02 111.54' RT OF STA. 1570+17.22 7 13795.13 44282.46 90.00' LT. PC 1554+00.00 RAMP 2 \�F/- PT 131 14759.08 44171.13 4656.68 429.05' LT OF STA. 1545+38.61 8 13459.53 44338.11 90.00' LT. 557+30.00 RAMP 2 305 A 15883.30 42948.'S 4651.:8 152.63' LT OF STA. 1529+94.09 9 13343.45 44323.90 63.04' LT. PT 1558+50.00 RAMP 2 305 B 73180.01 44310.53 4681.06 70.75' LT OF STA. 1560+07.72 10 15990.06 42368.04 47.56' RT. 1524+83.64 RAMP 4 11 15886.91 42452.41 70.00' RT. PC 1526+15.00 RAMP 4 S� 2 15602.95 42707.85 70.00' RT. PCC 1530+15.00 RAMP 4 N' 9ry 13 15111.89 42894.78 70.00' RT. PT 1535+80.33 RAMP 4 14 14868.57 42923.40 70.00' RT. 1538+25.34 RAMP 4 0 � o e 15 14745.89 42907.62 100.00' RT. PC 1539+45.34 RAMP 4 ORAMP 4 m� a) CIO16 14449.74 42996.51 100.00' RT. PCC 1542+21.20 RAMP 4 l N 17 16997.59 42989.43 140.00' LT. 10+10.27 N. 19TH AVE. £Z Q I 2/z 18 16761.79 43008.72 80.00' RT. 10+97.27 N. 19TH AVE. I e e 19 16754.48 43032.81 80.00' RT. TS 11+22.47 N. 19TH AVE. x c2 U 20 16964.97 43096.79 140.00' LT. TS 11+22.47 N. 19TH AVE. W 21 16675.02 43259.04 80.00' RT. SC 13+72.47 N. 19TH AVE. ? ?� 22 16875.53 43349.55 140.00' LT. SC 13+72.47 N. 19TH AVE.COORDINATE TABLE FOR ALIGNMENT _~_� COORDINATE TABLE FOR ALIGNMENT 24 164M92 43544.98 110.00' RT. 18+00.00 N. 19TH AVE. POINT NORTH EAST 25 16319.23 43582.63 140.00' RT. 19+20.00 N. 19TH AVE. a 2 POINT NORTH EAST 26 15809.97 43709.28 140.00' RT. CS 25+46.08 N. 19TH AVE. 2 I.D. (Y) (X) LOCATION 4 I.D. (Y) (X) LOCATION 27 15786.46 43988.29 140.00' LT. CS 25+46.08 N. 19TH AVE. 16709. 4 2-52618 PC = 11.80 RAMP 1 o/m 20 15643.08 42765.21 PCC = 1530+15.00 RAMP 4 28 15681.93 43690.45 140.00' RT. 26+90.65 N. 19TH AVE. 2 1 109.54 42526.18 PC = 1525+35.00 RAMP 1 21 15939.72 42498.36 PC = 1526+15.00 RAMP 4 29 15498.70 43937.82 140.00' LT. 28+19.87 N. 19TH AVE. GX 3 15980.22 42711.66 PT = 1527+61.11 RAMP 1 22 30 15366.07 43620.08 140.00' RT. 30+20.24 N. 19TH AVE. 16277.77 42 68.37 15+-+O.7 00 -90 31 15222.89 43873.47 140.00' LT. 31+00.00 N. 19TH AVE. 2st 4 15813.34 42956.08 PC = 1530+57.07 RAMP 1 23 16857.67 42968.37 1521+0 . N, 19TH AVE. Jo, 5 15565.52 43269.64 PT = 1534+57.06 RAMP 1 Q 24 16831.01 43056.09 TS = 11+22.47 N. 19TH AVE, 32 14151.33 43294.61 120.00' RT. 42+04.78 N. 19TH AVE. ��n 6 5115.55 43798.93 PC = 1539+53.61 RAMP 2 725 6748.04 43291.72 SC = 13+72.47 N. 19TH AVE. 33 3979.39 43243.92 120.00' RT. Sc 44+62.50 N. t9TH AVE. ` 7 14904.55 44002.45 PCC = 1542+51.57 RAMP 2 �r 26 15798.22 43848.79 CS = 25+46.08 N. 19TH AVE. 34 13837.07 43242.66 100.00' RT. 45+42.50 N. 19TH AVE. 8 14635.09 44077.39 PT = 1545+32.84 RAMP 2 27 15552.07 43806.19 ST = 27+96.08 N. 19TH AVE. 9 14263.26 44109.88 PC = 1549+06.09 RAMP 2 28 75551 57 43806.35 PC = 27+96.60 N. 19TH AVE. 1 14000.48 44148.28 PT = 1551+71.81 RAMP 2 29 15161.18 43713.66 INTRS. RAMPS 1&2 N. 19TH AVE. �g 11 13776.98 44194.31 PC = 1554+00.00 RAMP 2 30 14683.90 43580.75 PT = 36+93.27 N. 19TH AVE. 12 13332.28 44261.85 PT = 1558+50.00 RAMP 2 31 14194.28 43432.93 INTRS. RAMPS 3&4 N. 19TH AVE. 13 12340.82 44259.62 PT = 1568+34.56 1-90 RAMP 3 32 14091.10 43401.77 TS = 43+1250 N. 19TH AVE. 14 13360.84 44142.66 PT = 1558+00.00 RAMP 3 33 3947.17 43359.51 SC = 44+62.50 N. 19TH AVE. 5 13923.19 43787.83 PC = 1551+20.85 RAMP 3 34 13568.50 432 88.36 INTR. VALLEY CEN. DR. N. 19TH AVE. �8 16 114239.02 43342.84 PT = 1545+90.05 RAMP 4 17 114494.69 43085.83 PCC = 1542+21.20 RAMP 4 18 14757.56 43006.93 PC = 1539+45.34 RAMP 4 19 5120.07 42964.30 PT = 1535+80.33 RAMP 4 STATE PROJECT NUMBER SHEET No. TYPICAL SECTION NO. 1MONT. HDP-IR 9113(001) 5 BOZEMAN INTERCHANGE 36.0' 36.0' N. 19TH AVE. 31.5' 31.5' 29.8' PRIME & TACK 29.8' 10+30.79 - 11+22.47 27.0' SFAS- & COVER 27.0' 11+22.47 - 13+72.47 TRANS. TO TYP. N0, 2 8.0' 12.0' _ 7.0' 7._0' 12.0' _ 8.0' 13.0' SHLDR. LANE LANE SHLDR. CL PROFILE' GRADE _ FINISHED GRADE tt FILL r 6. 6:1# 4:1 PFL\Pg�G��'1 DEPTH CUT HEIGHT \Pg C�S� 20:1 1 y S AT SLOPE AT SLOPE APB SE SEA STAKE STAKE ISEE ` 0.40' PLANT MIX SURF. GR. B (2 LIFTS) 0.25' CRUSH TOP SURF. TYPE A GR. 2 0.65' CRUSH BASE COURSE TYPE A GR. 5 0.02 FT./FT. 0.02 FT./FT. 4.0' 10.0' QUANTITIES AGGREGATE _ BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE - -T -- SURFACING MAT_'L. SURFACE COURSE UNIT PLANT MIX SEAL I PRIME I TACK rREA SQ. FT. 22.7 15.3 43.9 SQ. YDS. PER STA. 600.0 662.2 662.2 YDS. PER STA. 84.1 56.7 162.E TONS PER STA. 9.73 0.89 0.84 U.ONS PER STA. 162.1 7.5 GALS. PER STA. 331 J FILL CUT HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE STAKE 0 - 10 6:1 0 - 5 5:1 10 - 20 4-1 5 - 10 4:1 20 - 30 3:1 10 - 15 3:1 OVER 30 2:1 15 - OVER 2.1 TYPICAL SECTION NO. 2 N. 19TH AVE. 36.0' 13+72.47 - 25+46.08 (0.06 FT/FT RT.) 25+46.08 - 27+39.74(B.E.) TRANS. TO TYP. NO. 3 33.0' �.� 36.0' 30.0' 33.2' 28.8' PRIM TACK 30.8' NOTE: FOR GUARDRAIL WIDENING 27.0' SEAL & COVER 27.0' SEE STANDARD DRAWING N0. 606 SERIES. LAN 7.0' SHIL ^� 7.0' 12.0' '� 8.0' 1 13.0' SHLDR LANE LANE SHLDR. CL PROFILE GRADE 6 1± LESS NORMAL CROWN = ' 4.\ FINISHED GRADE FILL CUT HEIGHT E AT SLOPE R\P0�CZ`'� 6:1+ �P�\P0 tS� DEPTH AT SLOPE STAKE �P I SE 0.40' PLANT MIX SURF. GR. B (2 LIFTS) 4;1 i 6E STAKE SEE 0.25' CRUSH TOP SURF. TYPE A GR. 2 20:1 �S ' - 0.65' CRUSH BASE COURSE TYPE A GR. 5 S = 0.06 FT./FT. 0.02 f T/FT 4.0' 10.0' QUANTITIES ---- -- - - -- ---� AGGREGATE BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK _ SURFACING MAT'L._ SURFACE COURSE AREA SQ. FT. 22.7 15.4 41.9 SO. YDS. PER STA. 600.0 662.2 662.2 0.60 CU. YDS. PER STA. 84.1 57.0 155.2 TONS PER STA. 9.73 0.84 TONS PER STA. 162.1 _ 7.5 - _- GALS. PER STA. 33.1 STATE PROJECT NUMBER SHEET No. TYPICAL SECTION NO. 3 MONT. HDP-IR 9113(001) 6 BOZEMAN INTERCHANGE 39 `+ 36.0' _ N. 19TH AVE. 31.5' 27+39.74 TO 31+55.00 (0.02 FT./FT. RT.) 34,2' PRIME & TACK 29.8' 31+55.000 TO 32+05.00 TRANS. TO TYP. NO. 4 NOTE: FOR GUARDRAIL WIDENING 30+65 TO 31+55 PIN DOWN MEDIAN CURB SEE STANDARD DRAWING 32.0' SEAL& COVER 27.0' N0. 606 SERIES. 5.0' B.0' _ 12.0' 7.0' 7.0' 12.0' 8.0, 13.0' � S/W SHLDR. a LANE y`+ LANE r� SHLDR. # (L PROFILE GRADE L SS NORMAL CROWN = FINISHED GRADE 1t CUT q.1 6 6:It R\Pg�.G�SI DEPTH FILL ' 4'I 20:1 JP SE AT SLOPE oSI HEIGHT PRPO�SF SFE ' STAKE AT SLOPE STAKE ' 0.40' PLANT MIX SURF, GR. B (2 LIFTS) 0.25' CRUSH TOP SURF. TYPE A GR. 2 0.65' CRUSH BASE COURSE TYPE A GR. 5 * FOR WIDENING AT BRIDGE ENDS SUPER = 0.02 FT./ FT. 4.0'� t0.o' SEE DETAIL. _ r - _ _ QUANTITIES _ AGGREGATE I BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK SURFACING T_MAT'L. SURFACE COUR_S_E AREA SO. FT. 24.6 I 16.4 46.2 SQ. YDS. PER STA. 655.6 711.1 711.1 TONS PER STA. 10.54 0.98 0.91 CU. YDS. PER STA. 91.1 60.7 171.1 35.6� TONS PER STA. 175.6 1 8 2 GALS. PER STA. _� FILL CUT HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE STAKE 0 - 10 6:1 0 - 5 5:1 10 - 20 4:1 5 - 10 4:1 20 - 30 3:, 10 - 15 3:1 TYPICAL SECTION NO. 4 N. 19TH AVE. OVER 30 2:1 15 - OVER 2:1 32+05,00 TO 36+93.27 (0.02 FT./ FT. RT.) 43.0' _ 36+93.27 TO 38+43.27 TRANS. TO TYP. NO. 5 33+25 TO 40+80 PIN DOWN MEDIAN CURB 41.0' 38.0' 37.5' 33.5' + 36.2' PRIME & TACK 31.8' 34.0' SEAL& COVER 29.0' NOTE: FOR GUARDRAIL WIDENING 5.0' 8.0' 12.0' 9.0' _ 9.0' 12.0' 8.0' 13.0' SEE STANDARD DRAWING + S/W SHLDR. LANE --?- LANE SHLDR. N0. 606 SERIES. CE'PROFILE GRADE s LESS NORMAL CROWN = FINISHED GRADE CUT j 4,1 - -- 6:1t 4: FILL 1 20.1 y e�G�S� DEPTH TPSLOPE HEIGHT Ei\P��E EGtS� SE STAKE AT SLOPE \1P STAKE 1 0.40' PLANT MIX SURF. GR. B (2 LIFTS) - 0.25' CRUSH TOP SURF. TYPE A GR. 2 0,65' CRUSH BASE COURSE TYPE A GR. 5 SUPER = 0.02 FT./ FT. 4.0' 10.0' - _ - QUANTITIES * FOR WIDENING AT BRIDGE ENDS - AGGREGATE BITUMINOUS MATERIAL SEE DETAIL. - PLANT MIX COVER CR. TOP CR. BASE UNIT _ _SURFACING MATL. SURFACE COURSE UNIT PLANT MIX SEAL�PRIME TACK AREA SO. FT. 26.2 17.4 48.8 SO. YDS. PER STA. 700.0 755.6 755.6 TONS PER STA. 11.22 1.04 0.96 CU. YDS. PER STA. 97.0 64.4 180.7 37.8 P.. TONS PER STA. 187.0 8_8 __ GALS. PER STA. STATE I PROJECT NUMBER i SHEET No. TYPICAL SECTION NO. 5 MONT. HDP-IR 9113(001) 7 BOZEMAN INTERCHANGE 43.0' =.o' N. 19TH AVE. 38.5 33.5' _ 36.8' PRIME & TACK 31.8' 38+43.27 TO 41+90.00 N.C. 41+90.00 TO 42+40.00 TRANS. TO TYP. NO. 6 34.0' SEAL& COVER 29.0' 42+30 TO 43+88.54 PIN DOWN MEDIAN CURB. _ 5.0' 8.0' 12.0' 9.0' ^' 9.0' 12.0' 8.0' 13.0' S/W SHLDR. L-ANE LANE SHLDR. CL PROFILE GRADE _ FINISHED GRADE 6'1f 6:1CUT FILL ' t 4:1 PF�PO�cl DEPTH GHT ATPE SLOPE JPR\Pg� SEG�SI 20:1 SEL y'`' AT STAKE STAKE_ `c�EE.�� ' 0.40' PLANT MIX SURF. GR. B (2 LIFTS) 0.25' CRUSH TOP SURF. TYPE A GR. 2 0.65' CRUSH BASE COURSE TYPE A GR. 5 0.02 FT./FT. ---- 0.02 FT./FT. 4.0' 10.0' QUANTITIES AGGREGATE BITUMINOUS MATERIAL UNIT - PLANT MIX COVER CR. TOP CR. BASE T_ UNIT PLANT MIX SEAL PRIME TACK SURFACING MAT'L. SURFACE_ COURSE AREA SQ. FT. 26.3 17.6 49.7 SO. YDS. PER STA. 700.0 762.2 762.2 U. YDS. PER STA. 97.4 65.2 184.1 TONS PER STA. 11.26 1.04 0.97 CU. PER STA.__ 187.7 _8.8 - __ - GALS. PER STA. 38.1 FILL CUT HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE STAKE 0 - 10 6:1 L 5:1 '° - 20 3. 4:, TYPICAL SECTION N0. 6 20 - 30 2.13:1OVER 30 2.1 R 2:1 N. 19TH AVE. 41 0' 36 0' 42+40.00 TO 43+50.09 N.C. �� ► 43+50.09 TO 46+00.09 TRANS. TO TYP. NO. 7 36.5' 34.8' PRIME & TACK 29.8' 32.0' SEAL & COVER 27.0' 5.0' 8.0' 12.0' 7.0' 7.0' �� 12.0'__ _ 8.0' 13.0' S/W SHLDR. LANE LANE SHLDR. C PROFILE GRADE _ FINISHED GRADE r 6:1 f eL6 CUT FILL 4;1 pR P EGAD' DEPTH HEIGHT R�POLF �GS5.1 20:1 EE -S AT SLOPE AT SLOPE IP S S ' STAKE STAKE lc�F,E- 0.40' PLANT MIX SURF, GR. B (2 LIFTS) 0.25' CRUSH TOP SURF. TYPE A GR. 2 0.65' CRUSH BASE_ COURSE TYPE A GR. 5 0.02 FT./FT. 0.02 FT./FT. -4.0'_ - 10.0' QUANTITIES AGGREGATE _ BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK - ~ MAT'L. SURFACE COURSE AREA SO. FT. 24.7 --- - 16.6 47.1 SO. YDS. PER STA. -- 655.6 717.8 717.8 CU. YDS. PER STA. 91.5 61.5 174.4 TONS PER STA. 10.58 0.98 0.92 TONS PER STA. 176.4 8.2 L GALS. PER STA_ _� 35.9 TYPICAL SECTION NO. 7 STATE PROJECT NUMBER SHEET No. MONT. HDP-IR 9113(001) 8 BOZEMAN INTERCHANGE 36.0' - N. 19TH AVE. 41.0'_ 34.0' .. - _ 36.8' f - 30.5' - 35.0' PRIM%.jLjACK 29,2' 46+00.09 TO 48+50.00 S = 0.03 F / FT. L T. 32.0' SEAL COVER 27.0' L 13.0' 5.0' 8.0' 12.0' .0 -- - 7 " ~ S/W SHLDR. LANE �.� ,�.,� . 7.0" 12.0' 8.0' LANE 0L PROFILE GRADE SHLDR. LESS NORMAL CROWN CUT , FINISHED GRADE DEPTHqR�q AT SLOFF k 9� c7q�4_ SFCF +6.1 4.1 rs� FILL 20.1 4.� NSF �ql�j HEIGHT 0.40' PLANT MIX SURF. GR. B (2 LIFTS) F 4-\qe< AT SLOPE 0.25' CRUSH TOP SURF. TYPE A GR. 2 SF f STAKE 0.65' CRUSH BASE COURSE TYPE A GR. 5 CrS� 10.0' 4.0'__ 0.02 FT/FT S = 0.03 FT./FT. FILL T- -.- - cur - __ QUANTITIES __HEIGHT AT SLOPE DEPTH AT SLOPE _ AGGREGATE - _ SLOPE STAKE SLOPE STAKE PLANT MIX COVER CR. TOP CR, BASE ___ _IGALS. __ BITUMINOUS MATERIAL rAREA NIT UNIT PLANT MIX SEAL PRIME TACK 0 - 10 6:1 0 - 5 5:1 _ _SURFACING MAT'L. SURFACE COURSE 10 - 20 4:1 5 - 10 4:1 FL 24.6 _-- 20 - 30 3.1 10 - 75 3:7 6.4 46.2 SO. YDS. PER STA,OVER 30 2:1 15 - OVER 2;1 655.6 713.3 713.3 PER STA. 91.1 TONS PER STA. 10.54 0 980 91 S7A. 175 6 8 2 60.7 171,1 PER STA. 35.7 T'rP? STATE PROJECT NUMBER SHEET No. Q MONT. HDP-IR 9113(001) 9 U TYPICAL SECTION NO. BOZEMAN INTERCHANGE 25.0'- ---,6. ' RAMPS 21.3' 10.6' RAMP1 1515+01.80 TO 1540+25.72 PRIME CK --- RAMP2 8.9' RAMP2 1543+58.00 TO 1558+50.00 24.0' SEAL & COVER RAMP3 1547+04.14 TO 1568+34.56 - - - - RAMP4 1521+00.00 TO 1541+86.00 16.0'__ 4.0'- _14 0'_ _ _ 6.0' _ 16.0' ` 1541+86.00 TO 1543+86.00 TRANS. TO TYP. NO. 9 INTERSTATE EMBANKMENT I - (SLOPE VARIES) PROFILE GRADE CUT = FINISHED GRADE' 6.1± \P0�G��'l DEPTH 6'.1 �P� SF AT SLOPE FILL 6:1 SFE STAKE 20:1 HEIGHT - y AT SLOPE STAKE + �SE� SE 1 0.40' PLANT MIX SURF. GR. B (2 LIFTS) 0.25' CRUSH TOP SURF. TYPE A GR. 2 0.75' CRUSH BASE COURSE TYPE A GR. 5 0.02 FT./FT. 6.0' 10.0' QUANTITIES _ AGGREGATE BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE U SURFACING MAT L. SURFACE COURSE NIT PLANT MIX SEAL PRIME TACK AREA SO. FT. 10.6 7.6 27.3 SQ. YDS. PER STA, 266.7 321.1 321.1 CU. YDS. PER STA. 39.3 28.2 101.1 TONS PER STA. 4.55 0.40 0.41 TONS PER STA. 75.8 3.3 - GALS. PER STA. 16.1 -- ..- I FILL CUT _ _l I HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE STAKE SLOPE STAKE 0 - 10 6:1 0 - 5 5:1 10 - 20 4:1 5 - 10 4:1 20 - 30 3:1 10 - 15 3:1 RAMPS OVER 30 2:1 15 - OVER 2:1 TYPICAL SECTION NO. 9 RAMP2 1538+86.75 TO 1541+58.00 23.0' G 1541+58.00 TO 1543+58.00 TRANS. TO TYP. NO. B RAMP4 1543+86.00 TO 1546+61.62 - 19.3' 22.6' -- 18.0' PRIM"& TACK 20.9' 34.0' SEAL & COVER _ 16.0' �4.0' 12.0' 12.0' 6.0' 6.0' INTERSTATE EMBANKMENT �� (SLOPE VARIES) PROFILE GRADE = FINISHED GRADE 1 ' CUT 6t1± � DEPTH AT SLOPE FILL 6:1 �/ - STAKE HEIGHT 20'1 SAT TAKEOPE� JPRPOG ,jS) 0.40' PLANT MIX SURF. GR. B (2 LIFTS) X SG 0.25' CRUSH TOP SURF. TYPE A GR. 2 lSE 0.75' CRUSH BASE COURSE TYPE A GR. 5 -- 0.02 FT./FT. - F 6.0' 10.0' - ; I QUANTITIES AGGREGATE BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK SURFACING MAT'L. SURFACE COURSE AREA SQ. FT. 14.6 10.1 34.8 SQ. YDS. PER STA. 377.8 432.2 432.2 CU. YDS. PER STA. 1 54.1 37.4 128.9 TONS PER STA. 6.26 0.56 0.55 TONS PER STA. 1 104.3 4.7 GALS. PER STA. 21.6 N:TYP89.D'N(3 05-07-92 STATE PROJECT NUMBER SHEET No. MONT. HDP-IR 9113(001) 10 TYPICAL SECTION N 0. 10 BOZEMAN INTERCHANGE (SPRINGHILL ROAD) 21'0 0+30.80 TO 1+50.00 TRANS. FROM PTW 0.04' FT./ FT. LT.) 16.1' 1+50.00 TO 3+41.23 ( 0.04' FT./ FT. LT.) 3+41.23 TO 6+52.43 TRANS. TO TYP. 11 15.2' PRIME & TACK _ 14.0' _ SEAL & COVER 5A' ?O' 14,0' 12.0' 5.0'_ �HLDR. %,NF r LANE LANE SHLDR EXIST L F, 0.04 FT./FT. 6:1t "1 g EC�S CUT 6:1 tSEF DEPTH f 20:1 AT SLOPE STAKE -EXIST. SURFACING \ (SfEARIq 1 fcrS) I SEE DETAI L0.25' PLANT MIX SURF. GR. B 0.20' CRUSH TOP SURF. 1.05' CRUSH BASE COURSE EXIST. SURF. TO AVG. WIDTH OF PLANT,MIX TO REMAIN BE REMOVED SEE DETAIL 6.0' 10.0' VERTICAL CUT ` QUANTITIES _ 0.25' AVG. DEPTH AGGREGATE_ BITUMINOUS MATERIAL EXISTING ASPHALT _ o UNIT PLANT MIX COVER CR. TOP CR. BASE N UNIT PLANT MIX SEAL PRIME TACK t o SURFACING MAT'L. SURFACE COURSE AREA SO. FT. 3,7 3.1 17.4 SO. YDS. PER STA. 155.6 168.9 168.9 , t CU. YDS. PER STA. 13.7 1.9 11.5 64.4 TONS PER STA. 1.58 0.23 0.22 TONS PER STA. 26.4 GALS. PER STA. 8.4 EXIST. SURF. I °; 1.50' TO REMAIN - FILL CUT HEIGHT AT SLOPE DEPTH AT SLOPE DETAIL SLOPE STAKE SLOPE STAKE N.T.S. 0 10 6:1 0 - 5 5:1 10 -- 20 4:1 5 - 10 4:1 20 - 30 3:1 '° - ,5 :1 2 OVER 30 2:1 TYPICAL SECTION NO. 11 15 - OVER :1 (SPRINGHILL ROAD) 24.0' 17.o' 6+52.43 TO 14+00.00 (S = 0.02' 0.02 FT./ FT RT.) 15.7' PRIME & TACK 14.0' SEAL & COVER �76 14-0' 12.0' 5.0' 1II;1a. .:?;E ►� LANE LANE SHLDR.f S T 7.02 FT./FT. CUT FXI '. Slh?FACING 6:1 20 I APR Pe ECjSI DEPTH 'T SLPE STAKE - SEE DE'w, 44 I �SfE,E/AQLf 0.20' CfkUSH ANT tTOP SURF. SURF GR. B SfcrS) 1.05' CRUSH BASE COURSE AVG. WIDTH OF PLANT V+J TO REMAIN 0.02 F T./FT. 6.0' 10.0' QUANTITIES AGGREGATE BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE I UNIT PLANT MIX SEAL PRIME TACK SURFACING MAT'L. SURFACE COURSE AREA S0. FT. 3.7 3.2 19.0 SO. YDS. PER STA. 155.6 174.4 174.4 CU. YDS. PER STA. 13.7 11.9 70.4 TONS PER STA. 1.58 0.23 0.22 TONS PER STA. 26.4 1.9 GALS. PER STA. 8.7 SP Il'F.J':VG 92 SUMMARY STATE PROJECT NUMBER SHEET No, MONT. IR-HDP-91 13(001 ) 11 ADDTIONAL EXCAVATION & EMBANKMENT BOZEMAN INTERCHANGE GRADING STATION ADD' ADD' REMARKS MODIFY MANHOLES IN PLACE STATION FROM TO EXC.. Eb1B. REMARKS STA. 14154 N. 19TH AVE. (6.0' 1 FROM TO UNC. SPECIAL 501+80 80 MEDIAN U-TURN EMB. + STA. 15+34 N. 19TH AVE. (7.6' 1 EXC. BORROW 1518+80 15 OUTLET DITCH LT, STA. 19+47 N. 19TH AVE. (19.2' 1 1520+50 1524+50 595 DRAIN DITCH LT. RI Q 151 5+02 1 540+25 14462 E,1 078 65540 1526+65 5 DITCH BLOCK RT. Ra 1538+87 1558+50 16950 113350 130300 1529+50 1530+50 14.5 80 OUTLET DITCH LT. RI IMPACT ATTENUATOR o$ 1547+04 1568+34 8810 I4556 23366 517+00 1540+25 1797 9739 RAMP I TAPERS & FILLETS 1526+50 1539+70 10650 10650 RAMP I SUBEXC. & REPLACE. STA. 30+68.4 N. 19TH AVE. LT. <Q I 1 52 1+00 i 546+61 19477 29955 49432 1538+87 1558+50 261 7707 RAMP 2 TAPERS & FILLETS a` 1 0+30 28+1'! 28012 199595 227607 1539140 1554+50 16332 16332 RAMP 2 SUBEXC. & REPLACE. 30+03 34+09 4636 85172 89808 1547+04 1568+34 1127 2321 RAMP 3 TAPERS & FILLETS 36+34 48+50 161 13 99774 1 15887 1547+35 1557+50 7311 7311 RAMP 3 SUBEXC. & REPLACE. BLUE TOP STAKING 521+00 1546+61 283 5461 RAMP 4 TAPERS & FILLETS 0+30 14+00 277 523 800 1526+00 1546+30 16172 16172 RAMP 4 SUBEXC. & REPLACE. L15+25 - - 255 N. 19TH PVT. APP. RT.SUBTOTAL 1OR737 594003 70?740 4+00 - 10 SPRINGHILL-PV1. APP. RT. " 1 357 1 13571 TOPSOIL REPLACEMENT +20% 1 1+78 - 10 SPRINGHILL-PVT. APP. RT. 10+30 28+00 280t2 28012 N. 19TH SUBEXC. & REPLACF TOTAL 108737 607574 7 163 i 1 30+30 33+85 4636 4636 N. 19TH SUBEXC. & REPi-ACE OBL ITERATE ROADWAY SHRINK FACTOR = I. 20 3615E 46+50 16113 1 16113 N. 19TH SUBEXC. & REPLACE TOTAL INCL. IN GRADING STATION � NEW CONCRETE CURB TYPE A (STD. DWG. N0. 67 ) STATIONS REMARKSTOPSOIL - SALVAGE & PLACE FROM To STATION iLIN. FEET NEW C. Y. S. Y. STATION 11 CONC. MEDIAN CRUSHED CONC. C. Y. TOPSOIL REMARKS 10+30 N. 19TH 13+20 N. 19TH 4 REEVES ROAD CURB TOP MEDIAN REMARKS FROM TO 2;140 N. 19TH 24160 N. 19111 5 REEVES ROAD FROM TO SURFACING CAP 1517+00 1540+25 1574 RAMP I 1538+87 1558+50 2368 RAMP 2 1547+04 1568+34 952 RAMP 3 TOTAL 9 30+25.00 31+80.00 I22.8 9 64 INCL. 2 1' P, N. 19TH AVE. 1521+00 1546+61 1870 RAMP 4 33+25.00 40+80.00 t522.8 9 0 INCL. 2 2' R. N. 19TH AVE. 10+50 18+50 4360 N. 19TH AVE. # ANY EXCESS MATERIAL FROM ROADWAY OBLITERATION 42+30.00 43+88.00 333.2 5 97 INCL. I ?' R., 1 - 3' R. N. 19TH AVE. MAY BE USED F W SLOPE FLAT TENING - THIS INCLUDES THE 0+30 14+00 189 SPRINGHITI RD. P.C. CONCRETE PAVEMENT WHICH UNDERLIES THE ASPHALT TOTAL 2059. 3 + 3?1 CAP ON REEVES ROAD. INCLUDED IN SURFACING FRAME 11309 SEEDING (SEE SPECIAL PROVISIONS) NEW CONCRETE SLOPE PROTECTION (STD. DWG. NO. 27 ) ACRES ACRES TEMPORARY BARRIER RAIL STATION �- _ _ STATION C. Y. S. Y. - -- ----- ----- REMARKS CRUSHED CONC. INSTALL AND REIMI0VE i AREA - _SEED FERTILIZER WOODCEELL CONDITION B 2 AREA 1 AREA 2REA 1 AREA 2 REMARKS FROM TO AREA 1 AREA RE A -CH ER SEEDBED FROM TO TOP TYPE _ _-_ _ _ _ _ - SURFACING D 1515+02 1540+25 2.62 0. 30 2.62 0.30 RAMP I 1538+87 1558+50 3.80 0.50 3.80 0.50 RAMP 2 1547+04 1568+34 I. /5 - 1. /S - RAMP 3 29 .8 28100.2 53 491.7 R.R. BRIDGE 1521 100 1546+61 3.43 - 3.43 RAMP 4 29494.? 30+53. 2 54 497. 9 R.R. BRIDGE - 33+60. I 34+?2. 7 58 537.3 I-90 OVERPASS 10+30 48+50 5.46 2.90 5. 46 2.90 N. 19TH AVE. 0+30 14+00 0.34 - 0.34 - SPRINGHILL RD. 36+29.0 36+82.0 49 457.9 I-90 OVERPASS TOTAL r 1984.e TOTAL 17.40 3. 70 17. 40 ' 3. 70 3. 70 17.40 - INCL. IN SURFACING SUMMARY NEW METAL GUARDRAIL ( SEE STANDARD DRAWING NO. 606 ) PAVEMENT MARKINGS LINEAR FEET UNITS EACH - ----- _--- _ __ _ STATION NEW REMOVE BRIDGE APPROACH NEW REMARKS PLASTIC METAL GUARDRAIL GUARDRAIL SECTION TYPE 2 END ANCHOR GALLONS PAINT i I FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT o YELLOW WHITE x 20+93.29 N. 19TH 27+43.29 N. 19TH 625.0 1� INCL. TERM. SECT. N0. I WHITE YELLOW WORDS YELLOW LIN. FT LIN. FT SO. FT 21+89.92 N. 19TH 27+14.92 N. !91H 500.0 1 1 INCL TERM. SECT. NO. I SYMBOLS CURB 30+56.49 N. 19TH 1537+97.00 RAMP 1 250.0 1 I INCL TERM. SECT. NO. 2 m 4" 24" 8" P4^ WORDS SYMBOLS 30+85.67 N. 19TH 1543+35.33 RAMP 2 525.0 1 1 I INCL. TERM. SECT. NO. 1 ? Its 94 11 1 1542+78.26 RAMP 2 33+78.32 N. 19TH 487.5 I INCL. TERM. SECT. N0. I 1531+94.92 RAMP 1 33+16.64 N. 191H 3Z5.0 MEDIAN EDGE STRIPE 1 I INCL. TERM. SECT. NO. 2 123 94 11 36+71.79 N. 19TH 37159.29 N. 19TH G2.5 INCL. TERM. SECT. NO. 2 SUBTOTAL INTERIM 37+30.0A N. 19TH 39+30.08 N. 19TH 175.0 1 1 INCL. TERM. SECT. NO. 1 27 1183C, 754 2695 198 833 SUBTOTAL 18125 1137.5 4 q 4 q 541+22.74 1-90 1542+97.88 1-90 362.5 I MEDIAN INCL. 2-5' R & 2 PARABOLA 27 R36 754 2695 198 R33 SUB-TQTAL FINAL SUBTOTAL 3312.5 4 4 5 5 123 94 11 27 11836 754 2695 198 833 TOTAL TOTAL 3312.5 8 16 STATE PROJECT NUMBER SHEET No. SUMMARY MONT. HDP-IR 9113(001) 12 BOZEMAN INTERCHANGE _ BASIC BID ITEMS CULVERTS OPTIONS CULVERT LINEAL FEET CUBIC YARDS CUBIC YARDS STEEL PIPE Z c� CUBIC YARDS ALUMINUM c� CUBIC YARDS HEIGHT STATION LENGTH RELAY CULVERT BEDDING CL."DD" RIPRAP z END EDDING CL."DD" RIPRAP PIPE z ENO z END OF SKEW CULVERT (DIA. IN.) OF CULVERT EXC. MAT L. CONC. STD. DWG. CONCRETE o SECTIONS MAT'L. CONC. STD. DWG. 2 2/3" x 1/2" a SECTIONS BEDDING CL."DD" RIPRAP PIPE a BEDDING CL."DD" RIPRAP REMARKS PIPE No aDo�a1 No. ���� NO. 25 PIPE sm.oWc. s1o.oWG. NO. 25 CORRUGATIONS o MAT'L. CONC. STD. DWG. 2 2/3" x 1/2" o SECTIONS MAT'L. CONIC. STD. DWG. COVERI ANGLE REMOVAL NO. 41 NO.30,32 STD.DWG. STD.DWG. NO. 25 CORRUGATION sm.DWG, STD.DWG. N0. 25 &32 CLA LT. R CL.1 NO. 40 NO.30h.31 LT. RT. NO. 40 No.30,31 C N FEET 1526+55 W.B. 24 10 - 5 - - - - - - - - - 24"-0.064" FETS SQ 1.4 EXTEND EXIST. 24"X66' CMP DR. 1526+55 R4 24 72 - 40 - - - - 24" -CL2 - SQ. RACET - - - - _ _ _ - - - - - - - - - 1526+69 M.L. - -- - 20 - - - _ _ _ _ _ _ - - - - - - - 2.5 42'30' LT. 80' OF 24" CMP USE REMAINDER IN PLACE 1529+00 R4 24 70 - 20 - - - - - - - - - - - - 29"SX18"R X 82'CMP A UNDER IRR. PIPE - - 24" -CL3 - RACET RACET - - - 24" -0.064 - RACET RACET 24" -0.060 - RACET RACET 2.5 11' RT. - 1529+00 W.B. 24 32 - 5 - - - - - - - 24" -0.064 - FETS SQ 4.0 EXTEND EXIST 24" X 102' CMP DR. 1531+00 Rl 24 76 35 - - - 24" -CL2 - RACET RACET - - - 24" -0.064 - RACET RACET 24" -0.060 - RACET RACET 3.0 20. LT. 1532+94 M.L. - - 20 - _ _ _ _ _ - - - - - - - 1539+20 R1 24 214 55 _ _ _ _ _ _ _ _ _ -0.064 - - - - - - - - - - - 38' OF 24" CMP 24"X388.7' CMP SYPHON(24' LT, 14' RT.) 24" - SO SQ - - - - 24" -0.105 - SQ SQ - - - - 32.3 24' LT - 1545+24 R4 24 152 10 - - - - 24" -CL.3 - FETS FETS - - - - 24" -0.064 - FETS FETS 24" -0.060 - FETS FETS - - - 12.0 10' LT. 1546+95 R2 24 128 5 - - - - 24" -CL2 - FETS FETS - - - - 24" -0.064 - FETS FETS 24" -0.060 - FETS FETS 8.0 _ 1551+30 R3 24 92 5 - - - - 24" -CL2 - FETS RACET - - - - 24" -0.064 - FETS RACET 24" -0.060 - FETS RACET 5.2 17. LT. - 1551+60 R2 - - _ _ - - - - - _ _ _ 1551+80 R2 - - 15 _ _ _ _ - - - - - - - - - - - - - - - - - 50"Sx31'RX264'CMPA IRR.-CRUSH ENDS k ABANDON 1555+00 R2 24 2 5 36"SX22"RX24'CMPA(LT) 24" -0.064 - FETS SQ 6.5 EXTEND EXIST 24" X 82' CMP MED. DR. 14+00 N. 19TH 24 126 10 - - - - 24" -CL2 - FETS RACET - - - - 24" -0.064 - FETS RACET - - - - 24" -0.060 - FETS RACET 7.0 _ 15+25 N. 19TH 18 58 - 5 - - - 18" -CL2 - FETS FETS - - - 18" -0.064 - FETS FETS - - - - 18" -0.060 - FETS FETS 3.2 - - RD. APP. RT, 21+10 N. 19TH 24 244 - 50 - - - - 24" -CL.5 - FETS FETS - - - - 30" -0.064 - FETS FETS - - - - 30" -0.105 - FETS FETS 25.2 27' LT. 30+18 N. 19TH 24 204 - 10 - - - 24" -CL.4 - SQ SO - - - 24" -0.064 - Sp SQ 24" -0.060 - SQ SQ - - - - 7.0 25' RT. - 33+08 N. 19TH 24 232 - 10 - - - - - - - - - - 24" -0.064 - SO SQ - - - - 24" -0.105 - SQ SQ 34.0 16' RT. 35+30.4 N. 19TH 18 240 - 40 - - - - 18" -CL.2 - RACET RACET - - - - 18" -0.064 - RACET RACET 18" -0.060 - RACET RACET 1.3 41'58' RT. - I-90 MEDIAN DRAIN 36+52.5 N. 19TH 24 174 - 5 - 24" -CL2 - SQ SO - - - - 24" -0.064 - SQ SQ - - - 24" -0.060 SQ SQ 8.0 40'30' RT. 43+07 N. 19TH 53 24 124 - 5 - - - 24" -CL3 - FETS FETS - 24" -0.064 - FETS FETS 24" -0.060 - FETS FETS - - - - 11.0 6' RT. - 0+00 24 24 4 5 - - - - - - - 24" -0.064 - - FETS 2.5 - 'X24" CMP(FETS) EXT. 24"X100' CMP RT. SPRINGHILL RD. 4+78 18 8 16 5 - - - - - - - - - 18" -0.064 - RACET RACET - - 1.5 - 16'X18" CMP(RACETS) RD. APP. RT.-SPRINGHILL RD.-EXTEND 4' LT. &RT. 11+78 18 - 72 40 - - - - - - - - - - - - - 8 - 18" X 72' CMP RD. APP. RT.-SPRINGHILL RD.-REMOVE &RELAY TOTAL - 92 425 FENCING (SEE STD. DWG. NO. SECT. 607) CULVERT SUMMARY RECAP RODS EACH LINEAL FEET EACH EACH LINEAL FEET LINEAR FEET CUBIC YARDS STATION DOZER INTERSTATE FENCE SINGLE BASIC NEW RELAY CHAIN LINK FENCE REMARKS CULVERT TYPE CW END SINGLE DOUBLE DOUBLE 6 FOOT SINGLE DOUBLE glp PIPE PIPE HOURS DEADMAN REMOVE FENCE STD. DWG. 607-05 PANEL PANEL PANEL END STD. DWG. 607-25 PANEL PANEL PANEL EXC. FROM TO LT. RT. I_T. RT. (TOTAL) _ L, RT. 18+25.0 21+60.0 26+90.6 7 370 N. 19TH 18" 298 28+19.9 7 1 1 1 55 N. 19TH - CONN. TO BRIDGE END 24" 1510 30+20.2 71 1 1 155 N. 19TH - CONN. TO BRIDGE END 31 .0 50 N. 19TH - CONN. TO BRIDGE END 42+86.0 47+53.1+ 6 150 N. 19TH - CONN. TO BRIDGE END 18" CSP 8 480 1 3 N. 19TH 24" CSP 564 44+00.0 49+60.0 1 424 3 2 N. 19TH 1521+00.0 1537+91.6 3 107 1 2 2 1420 RAMP t TOTAL 92 425 1539+65.5 1558+50.0 3 '22 1 3 2 1620 RAMP 2 9 0 RAMP 62 1546+74.3 1568+34.6 3 2030 3 1524+83.6 1545+86.5 4 2158 9 360 RAMP 4 1524+83.6 1568+34.6 1534+72.0 1558+50.0 2970 1-90 - FARM FENCE 1875 I-90 - FARM FENCE TOTAL 15 242 14 6 7 11 424 4668 4 25 4 6140 3635 N:SLI,a2.LA', �:�. STATE PROJECT NUMBER SHEET No. SUMMARYMONT. HDP-IR 9113(001) 13 BOZEMAN INTERCHANGE SURFACING STATION LINEAR FEET TONS C.Y. AGGREGATE TONS BITUMIN. MATERIAL GALS. BITUMIN. MAT. FOR PLANT M COVER ATERIAL CRUSHED TOP SURF. CRUSHED BASE COURSE PLANT MIX SEAL PRIME TACK REMARKS FROM TO GROSS NET + - MIX TYPE "A" TYPE "A" 85-100 CRS 2 MC-70 SS-1 GRADE D GRADE 4A GR. 2 GR. 5 LATEX MOD. (RAMPS) * 1527+70.88 1540+25.72 1254.84 1254.84 1743 80 612 2060 104.7 10.2 9.1 357 TYPICAL NO. 8 - RAMP 1 * 1538+86.75 1541+58.00 271.25 271.25 283 13 101 350 17.0 1.5 1.5 59 TYPICAL NO. 9 - RAMP 2 1541+58.00 1543+58.00 200.00 200.00 180 8 66 230 10.8 1.0 1.0 38 TRANS. TO TYP. 8 - RAMP 2 * 1543+58.00 1554+96.14 1138.14 1138.14 1121 50 403 1401 67.3 6.0 6.0 233 TYPICAL NO. 8 - RAMP 2 * 1547+04.14 1556+64.05 959.91 959,91 1408 65 490 1655 84.5 7.7 7.4 288 TYPICAL NO. 8 - RAMP 3 * 1524+48.96 1541+86.00 1737.04 1737.04 1317 57 650 1756 79.0 6.9 7.1 280 TYPICAL NO. 8 - RAMP 4 1541+86.00 1543+86.00 200.00 200.00 180 8 66 230 10.8 1.0 1.0 38 TRANS. TO TYP. 9 - RAMP 4 * 1543+86.00 1546+61.62 275.62 275.62 557 26 165 617 33.4 3.1 2.9 112 TYPICAL NO. 9 - RAMP 4 - - - - - - - - -- - - - (N. 19TH AVE.) ** 10+30.79 11+22.47 91.68 91.68 247 12 84 232 14-8 1.4 1.3 49 TYPICAL NO. 1 11+22.47 13+72.47 250.00 250.00 405 19 142 397 24.3 2.3 2.1 83 TRANS. TO TYP. NO. 2 13+72.47 25+46.08 1173.61 1173.61 1902 88 669 1821 114.1 10.6 9.9 388 TYPICAL NO. 2 25+46.08 27+39.74AVG 193,66 193.66 327 15 114 316 19.6 1.8 1.7 67 TRANS. TO TYP. NO. 3 27+39.74AVG 30+56.26AVG 316.52 0 316.52 BRIDGE - - - - - - - BRIDGE 30+56.26AVG 31+55.00 98.74 98.74 173 8 60 '69 1C,4 1.0 0.9 35 TYPICAL NO. 3 31+55.00 32+05.00 50.00 50.00 91 4 31 88 5.4 0.5 0.5 18 TRANS. TO TYP. NO. 4 32+05.00 - - - _ - 33+56.58 36+86.15 - - 329.57 BRIDGE - - - - - - - BRIDGE - 36+93.27 488.27 158.7 297 14 102 287 17.8 i. 1.5 60 TYPICAL NO. 4 36+93.27 38+43.27 150.00 150.00 281 13 97 274 6.9 1.6 1.4 57 TRANS. TO TYP. NO. 5 38+43.27 41+90.00 346.73 346.73 651 31 226 638 39.' 3.6 3.4 132 TYPICAL NO. 5 41+90.00 42+40.00 50.00 50.00 91 4 32 90 5.5 0.5 0.5 19 TRANS. TO TYP. NO. 6 42+40.00 43+50.09 110.09 110.09 194 9 68 '92 11.6 1.1 1.0 40 TYPICAL NO. 6 43+50.09 46+00.09 250.00 250.00 440 21 153 432 26.4 2.3 90 TRANS. TO TYP. NO. 7 46+00.09 48+50.00 249.91 249.91 439 20 152 428 6.3 2.4 2.3 89 TYPICAL NO. 7 - - - - - - - - - (SPRINGHILL ROAD) ** 0+30.80 1+50.00 119.20 119.20 45 2 20 107 2.7 0.4 0.4 14 TRANS. FROM PTW 1+50.00 3+41.23 191,23 191.23 50 4 22 123 3.0 0.4 0.4 16 TYPICAL NO. 10 3+41.23 6+52.43 311.20 311.20 82 6 36 210 4.9 0.7 0.7 27 TRANS. TO TYP. NO. 11 6+52.43 9+10.00 257.57 257.57 68 5 31 181 4.1 0.6 0.6 22 TYPICAL NO. 11 9+10.00 14+00.00 490.00 490.00 61 5 25 33 3.7 0.6 0.5 19 35:1 TAPER 20+93.19 374-92.58 - - PVT. TYPE A-24' 39 - 33 'C2 0.2 0.1 - ROAD APPROACHES RT. (3) - - 259 - - - - GUARDRAIL WIDENING - - 18 - - - MEDIAN CURB CUSHION - - 214 - - - - CONC. SLOPE PROTECTION CUSHION 14 1 5 14 0.9 0.', 0.1 3 SIDEWALK WIDENING AT BRIDGE ENDS TOTAL 11,225.21 10,579.12 - 646.09 - 12,686 588 5146 14533 759.1 71.2 67.6 2633 *INCLUDES FILLETS, TAPERS & MAINLINE SHOULDER REPLACEMENT. ** INCLUDES FILLETS SUPPLEMENTAL ITEMS STATION HOURS CU. YDS. TONS FROM TO MOTOR ROADBED HYDRATED GRADER COMPACTION LIME 1515+00 1568+35 80 731,900 190 TOTAL 80 731,900 190 '1:SUM3.DW'l 01 -28-93 STATE PROJECT NUMBER SHEET No. C � � � � 10 MONT. HDP-IR 9113(001) 14 RAMP 1 RAMP 1 RAMP 4 RAMP 4 ��A"v'�P 4 RAMP 4 -90 aozEMLE INTERCHANGE =100' P.I. STA.1545+97.93 ` SCALE: 1"=100' P.I. STA. 1526+48.06 P.I. STA. 1532+57.39 P.I. STA. 1544+12.27 P.I. STA. 1540+84.69 P.I. STA. 1533+03.55 P.I. STA. 1528+16.00 6=36'38'17" 9 n=1'07'50" LT r=7'59'S9" RT o=36'S3'O5" RT o=20'00'00" RT o=28'16'00" RT A=1 a'00'00" RT p=1'20'00' D=00'30'00" D=2'00' D =10'00 00- D=7*15'00" D=5'00'00"' D =3'30'00"' L =2747.85' \ L =226.11' L =399.99' L =368.85 L=275.86' L =565.33' L =400.00' T=1422.74' \ T =113.06' T =200.32' T =191.07' T =139.35' T =288.54' T=201.00' R=4297.18' R=11459.16' R=2864.79' R =572.96' R=790.29' R=1145.92' R=1637.02' S=0.03'/, \ S =0.02 '/' S=0.04 '/' S=0.06 '/, S =0.06 '/, S=0.06 '/, S =0.06 '/, E =229.40' E =0.56' E =7.00' E =31.02' E =12.19' E 35.77' E =12.29' \\ N c, \ h� CA co- u) h acy \ J o _ g6 6 \\\ \\\\ o � w o o m w Ln -j o 06 QZ rl) Lf) o° . op p < S a o Lf) N o� U-, 0 Q o N O Z� LO a II o II o u a II u t Ir a w � a F 9++ d w II mcn - - 0'4 - 0 - ------ RAMP -- - RAISED MED /1 S 0 d O1 � a a S 55'40'42" E a _L_ _ S 47'40'42" E to'w � � � 61.5 40'� � 'Oi n ------ -- / ----- o - \ \0., x9 N�\ \�,\ ��. AMP 2 8 = 1525+9 .70 - ------—-- --- ---- -==_�4��8_26" F �528+160p Lo \ 0 Bl,� Sl N \ � rnOarr °' ow a0w s` o- v ' c�k h Sti tx il J 56 o ,nQ ow xV) + z /� Q m P- NQa ot 4o 90z \- m xo z o'v \S 4,1 Li LL r II n �\ \ �E� m 0 a a 89 RPMP 2 a kr�5 PSEo , �538�56 �� �® �\\ 1540+5�• �9 N. 19jH 10'R o � b. 1 k hx � ID y ry Ln RAMP RAMP 2 o o \ ` s 60, z— Amp 3 �., h25 a a� s a \=R __ ,ti 5 P�K Xw 4225 -----_- / ------- R\ NORTH INTERSECTION Q N S kso 4 SCALE: 1'=50' J 546+90.6 4 R5 RAMP E3 1546+� ,191H AVXag �\ 42+p4.�7A a, - , STATE PROJECI NUMBER I SHEE1 No. 7O 12 MONT. HDP-IR 9113(001) 15 4 5 O O RAMP 2 RAMP 3 1-90 RAMP 2 RAMP 2 RAMP 2 BOZEMAN INTERCHANGE P.I P.I. STA. 1556+25.21 N. STA.1554+75.49 P.I. STA. 1545+97.93 P.I. STA. 1541+07.62 P.I. STA. 1543+93.82 P.I. STA. 550T39.10 0=6*00,00" RT A=40'44'55" RT p = 36'38'1Z" SCAT-E: 1"=100' n=35'45'20" RT A=21'05'43" RT D=2'30.00" D=1'20'00" D=6100' D = 1'20'00 D=7'30'00" L =450.00' L =679.15' L = 2747.85' D=12.00'00"' L =281.27' L =265.71' T =225.21.' T -354.65' T - 1422.74' L =297.96' T=142.25' T =133.01' R=4297.7 6' R=954.93' R = 4297.18' T =477.4' R=763.94' R=0.04 3' S=0.03 '/, S=0.06 '/. E = 0.03 R=0.072.' E=3.04 '/, E =63.35' N E=24. '/, E =13.13' E=3.86' V) CO 4 E =24.22' O Q % J ! :D O O II C', O m + 0 J Y C— O tb OLc) CN m n 61 0 0, O rn Ln u1 ro �wN n 00 sic + + rn N g = aq a \\ U-) Ln ut U U-) II w d RAMP 2 r " a o II a co O II 11 = z + �, d w�a a �p ® PI = 1543+93.82 O a S_05'38'11" E ~ !2 CI- to c s� S 04'59'37" Ea. - - --- a r- - ---- S 11'38'11" E _ --- 2 -- --- d °° O - + rn w i / p 1. 1 3910 5 11 52_._37 E -- _ ------ ----------- ---------- Ln �, �� 1��°�� T- � 'mac - cr tkX •o o ~ to a Lu Q O W M W O GO as L a+O 0- O o od a �E 90 Q Ln a O � ~o II 11 CDr�O W `t wz n i M w c0 X i v ry r rr Jp 0 r r N P . i I. q8+6]-74 coo �-1350']3-" LT 45. 4115000, T 8' �\ p do �! // �a\t�C R-327460 N 7 N 4800, -- -- - + M RAMP --- �! 1/ \ tx r O ry 00 0 + + @ ��i v�2 � s END PROJECT HDP-IR-9113(00I) �'/ ''\ + ^ N. 19TH AVE. STA. 48+50.00 ,�' / 9 o SOUTH INTERSECTION n = N. 19TH INTERCHANGE - BAXTER LANE / SCALE: 1"=50' a �= E STATETHDP-IR I'RO,IF(.T NUM©ER SHEET No. MONT. 9113(OOU 16 _ O BOZEMAN INTERCHANGE V- 466 RAMP 1 CONTOUR GRADING PLAN 1679 SC,,L E: - _L-- -- 1_----- 1p PC = 1525+99.70 - 4C00 j 9G b A 1 p I STATE PROJECT NU:BER SHIFT No. MONT. HDP-IR 9113 01) 17 BOZEMAN INTERCHANGE O Lo CONTOUR GRADING PLAN Ln SCALE: 1" = 60' co s � x o r„ INTERSTATE 90 77 1 I DETAIL iQ ti oa r r Q � 2 U O m m i— io v F L L L Ll_'_ �L - STATE I PROJECT NUMBER SHEET N MONTANA HDP-IR 9113(001 ) 19 SEE N 11 _ — --- :z - —------- — --+j -- CMDIA, A LENGTPEFT. GAL VSLHANNgELAN D-Iq_� — - T k bFF t E. --H t, ti i IIN LEN 1HIT + i)� `� a SEE NOTES -- 1 ' 8- 8 i 6.0 0 24 I0 1. �— - --- --------- --- - ----- I I f IL 3 � 1n. o - hC . A _ NOTES' 11 PIPE SHALL HAVE ANNULAR CORRUGATION OR REROLLED END . -- USE ONLY APPROVED COUPLING BAND PER STANDARD RCP END TREATMENT,O S EY09.STD DWG 49 FOR CONNECTION. i ---— ------------ ---- --------------------`- ----- 2) GALVANIZED STEEL PIPE, GAL'JAN+?ED CHANNEL. AND FABRIC A; B REQUIRED TO BE INCLUDED IN THE UNIT BID PRICE FOR DRAINAGE PIPE. 3) THE TWO 3/4" CHANNELS MAY BE ELIMINATED FROM THE CUL VERT END TREATMENT if A. THE. CULVERT IS FABRICATED WITH IZ GIJAGE (0. 109" THICK I MATERIAL. 4'x `,�s .. �ALV. CHANNEL B. HALF CIRCLE NOTCHES ARE CUT IN THE CULVERT FOR THE STEEL PIPE WI1H kiMPED ANL) SPOT WELDED CONTINUOUS WELD OF THE PERIPHERY IN CONTACT PRC'VIDED. C. PAINT ALL WELDS AND OTHER NON-GALVANIZED PARTS IN ACCURDANCL WITH STANDARD SPECIFICATIONS SFCTICIN 612 "PAINT K PAiNTING". PLAN VIEW 4) CONNECTIONS MADE PER STD. DWG. 49 WILL REQUIRE FIFE LFNCTHS H AND J TO BE INCREASED TO CRIMP AND SPOT WELD.DOTH SIDES AT CRE�T uF EACH C,ORRUGA T ION. IF SPACE FROM 1,R(lUND L INF_ )UTEk EDGE C'F CSF TO CHANNEL !S LIMITED THE VAI i ES MAY BE WELDED. e_t_ �-fMP � I -- —�� TYP.EA END 'A; REQUIRED 1r IA. STEEL - i- TYP. EA. END 1 F ' I - kFgUIRED FOR'AL'_ PIPE E�OTFS 34 , END VIEW SEAL i ION -F) zo Q � tiQ f Hro 1 84 OHO .� 1-84 JL ervcco 9-84 DH0- . nE sEo 4 8` MAG ee risr.o 4-86 C`P n_"u 4- 8}_LEL_ nk 11 6 89I JEA STATE PROJECT NUMBER SHEET MONTANA HDP-IR 9113(001 ) 2( IiE a Q N , r - ---— v 2 - --- V� N "N IL --� _ R x 4" HEX EL - .• sir BEAU BOLT C FERRULE LOOP iTO ftl AS MFG. BY OR PPROVEDDEOUAL SUPERIOR 1 HUB END ON~OUTLET� - 1,,;1, FNO ON INLET F DIA. GALVAN:. END VIENi C- V'J I- t L Y, T o� SECT ION__A- A � Q 2 U o_ z NOTE: PAINT ALL NON-GALVANIZED PARTS a IN ACCORDANCE WITH STANDARD SPCS. SEC. 612. o� I _ STATE PROJECT NUMBER SHEET No. STA. 1529+59 RAMP 4 SAN. SEWER X-ING rt MONT, HDP-IR 9113(OOD I 2 DEPTH UNKNOWN ROAD EASEMENT BOZEMAN INTERCHANGE _ REEVES RD 60 COUNTY Ey' EASE. • END SPRINGHILL ROAD STA. la+oo.00 —� N - . �!— — BEGIN N. 19TH AVE. STA. 10+30.79 Y— a—rf EX EASE \ a X. EASE• • - - - --- _ - __ \ RPECVES ROAD HALT) �v • P RDWY CONCRETE ITERATE _ • _ O 1 11 \b \ OVERLAID IN/ASV' M 2 - - P jsv OBL y w } �' '\� ° NFW G ' }5-5b, 6 6g RP z (rgRO EASE. i< • EX. I _ p P RpN' �E g40+57 60 ♦ 00 O ♦ N d Ap 25* tr i BEG 3 SSA• 30 - 30' _/, SIP 4 Tl �R• MPP ` SORo RAMP 2 9+g�5� o EX E� — -" i0 �55T h F;o•+ FR ..." \\Pl 3oEll-6g a V RD RPM— �\ N SIP, 6 s i O., A\t4 GU ARD NE _ 19 \LL RD 1� 0 s , SPR\NGH RSaII� a RA PRO # P o /PSE EXIST, _ 6 PSE� o RAMP R.R• R1 " _- ;'•;`-�o Ln EX. R/W o NEW OAP, 42• i M\I o , _ ,a So 0.R lIl — - - Lo EX, R/W N NEW GU 3 ARD RAIL 37. _ - �aa cep - ._\— - -.!. - - - •- EX. EA N DITCH'UNIFORMLY SEE X-SECTIONS- y Z J J O Q Q N � \ °° �� as ��ti1p �X• � O o Z X O O T A 4\ ckf J �- 'b, N °a O D U m �. a a- x� a< M 0 of 0Q� o �z r� 3 z � Np c ao Ln � O' O2 O O Q -tOW O=U O,X W0Q apQ 002 CoU NX N 0Y (o(nD O Jy OC) OC + x0 5- + J + - m N' N IDp / J o00 O c0 � 0 x N Wp� O N �) N NWz rJ - cq Li 3: 6 -0 -. CONSTRUCTION PLAN W ram dv_ij d��3 d� d�a d3cw.)w d'w F dF d3Uw dNmma Q3w Fawn �O HXXW HXW W F-- F Wa HW QY FXXW F-O F WQY F XW Wo] H WY (n.iZ(n V1 O N w W W V1 W D:Z (n O V)�U (n Z CE V) N W w W (n 0 V)Z 0_'cn w W o_o_Q (n z V) STA. 1554+22 RAMP 3 STATE PROJECT NUMBER SHEET No. SAN. SEWER X-ING� MONT. HDP-IR 9113(001) 22 DEPTH UNKNOWN BOZEMAN INTERCHANGE i V• V r �e ,�,P •OV I O Ln O� EX. R/W S 3'40'12" E - -- - - - - -� - - - - - o �� / _--- - - - - - - - - - - - - - - _ _ _ - - - _ x-ie-c" - -_ - - �LL -_ - - - - - - -- - - - - - - - - - �i - - - -- - -- - - -- - - - - - - EX. R/W --- ---- -- - - — -- QPG�p�p 43' pc oa � II ^• c, i y 0 w O i 48, _ - - 00 ---- - v 546+90.63 RAMP 4 = �� 1546+74.25 RAMP 3 a' 42+04.78 N. 19TH AVE. END PROJECT N. 19TH AVE. STA. 48+50.00 = STA. 48+50 BEGIN RS 235-1(1)7 N. 19TH INTERCHANGE — BAXTER LANE N N J F X Q U H � N N1 N z N J N Z 4 d �lZ ��� �p Nam m<W oar tom o�g ot0 �J °0� +' +Qo +Wa "N� CONSTRUCTION PLAN � � NJ O N NQ 3 JNN� _ W U N zZ V) ov Ln F- wN -w Li XX X F Wn NW IJ" STAIE PROJECT NUMBER SHEET Nu. MONT. HDP-IR 9113(001) 23 BOZEMAN INTERCHANGE RAMPS 1 & 2 PROFILE 4700 - - - n 00 co D a n o a n o 1� ao co 4690 a < CAv v a a a a a II II II II II II II II II II � � 1 4690 n m STA. 1540+57.60 O 0 0 0 0 0 0 0 0 0 0 + a a5% _-. + + + + + + + + + + N 4680 *g 5 N. 19TH AVE. EL. 4688.30 v a N n d Lu < I 4680 Of SPLINE J o 4670 II 200' V.C. w Ln �+ �. 0 W O % n w W 3 Ul QS (V a ago w k A9 d Ln� F C7 cli N-t Z- M Z L 7 W N 07 t m II l4660 w w `t �MM w 190 EQUATION 0 500'V.C. °° 1520+08.6 8K = + v~wi 1+1.8') .8 AH to 4650 ,tea (+1.8 - to o =-- - WESTBOUND LANE - - - .05 0 — - N 4640 m w a 0 + 0 F„ RAMP 1 �4630 1515 - -- 1520 — - 1525 1530 1535 1540 15454630 i 4720 4720 0 M 00 m M o n n rn a rn a ao 4710 on 00 0) n 000 coo n u n n n II 11 11 4710 0 0 0 0 0 0 0 0 In o un 0 In o In o 4700 -- - - — -STA. 1538+56.89 O N. 19TH AVE. -- - -- - _ m ELEV. 4688.30 c� SPLINE 4690 co c0 - -0.807 % 4690 s53+NOSE 1593.91 1 — - -- > + 4680 00 300 V.C. '2.800 9, �fr -- Z co 46N" M 600 V.C. M � }.55 co 4t>?C' u� (o w 00 ro t1 - 46?� +co n 0 0 10 t0 O00 + W t w H 1660 WESTBOUND LANE Ln a. > LO 04 W r 00 ao�^ 466' rn Z w v w + 00,0 M�wp m n .16�JO Oaf QW� i dA� t~i�wv - — 465 -;640 RAMP 2 aZw 1535 1540 1545 - 1550 15 55 15 - 46 60 1565 STALE PROJECT NUMBER SHEET I MONT. HDP-IR 9113(001) 24 BOZEMAN INTERCHANG RAMPS 3 & 4 PROFILE - - -- a0 Ci M n0 co n t0 N O) n Cl! a} In r O M � f N W oo r4 rA r4 m oo oo rn O 4720 u u 11 11 11 11 11 11 11 u 4720 - -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 a + + + + + + + + + + a 4710 '4 z - --- 4710, (L w < n m SPLINE a 4700 II 0 + a 47001 I-90 EQUATION �� o w P.T. 1563+40.54 BK. _ +a ano o m p F¢ 0 0 m 1563+40.10 AH. 4690I rn a _ w H +^in (+0.44') 4690 > a d mew D- z w a wtf) >o EASTBOUND LANE 11 4680 N w N w ro w 4680 cr -2.144 -- 0 ~ 500' V.C. - +1.400 +�In 4670, u- 4670 - n o N wt 4660' + 4660 RAMP 3 4650 4650 1545 1550 1555 1560 1565 1570 1575 to rn r- ro M rn n r 4700 a a a a 4700 II II II II . o o O o 4690 4690 SPLINE STA. 1546+90.63 ® N. 19TH AVE. ELEV. 4678.34 . 4680 . w 4680 w Q- m n r a a 4670 _ w 0 N 4670- m W uj > o�-: 0wow d 0 owN uia o g61% , 4660 +(nv t CL + +1 - - 4660 .0� BULLNOSE cli 14 u)w � w ° 0 j 190 1525+50.90 z_ N + io m aw w vr n 4650 r^J W m 600' V.C. a 04650 _- - - - in a EASTBOUND LANE - N w —0 —�_ 4640 ;4640 + RAMP 4 4630. - ------ - - 1 ---- - ------- - - - - - -- - - ---- -- i 4630 1520 1525 1530 1535 1540 1545 1550 J22-11 STA. 27+76 S1A. 27+80 /. STAR PROJECT NUMBER SHEE f No. STA. 14+17 STA. 14+66 STA. 20+10 STA. 27+35 STA. 27+68 U.G. TEL. X-ING(t U.G. TEL. X-ING q s �� MONT. HDP-IR 9113(001) 1 25 SAN SEWER X-ING Q SAN SEWER X-ING(. SAN SEWER X-ING NAT. GAS. X-ING U.G. TEL. X-ING Ck pi = 21+31.36 �Vl DEPTH UKNOWN DEPTH UKNOWN II Q\ g1kg160 h DEPTH UKNOWN DEPTH UKNOWN DEPTH UKNOWN DEPTH UKNOWN DEPTH UKNOWN OPpF� Q�P 1, 5,5, Z� / w N. 19TH AVE. STA. 27+80 STA. 29+08 ��,�yG y>�PS FLO� PETRO. LINE X-ING q p ��c 28+19.87 �'`"' 19 '� 5 P• 1 �/ ^^ SAN SEWER X-ING DEPTH UKNOWN N. 19TH AVE. R W co DEPTH UKNOWN �L0 �� ��FP BEGIN ACCESS CONTROL'LT „ � N STA. 36+80 �� END LIMITED ACCESS CONTROL LT. STA. 30+43 U.G. TEL. X-ING rt 00 R.R. STA. 7554+10 N O �� U.G. TEL. X-ING DEPTH UKNOWN — — > DEPTH UKNOWN O aN 1) �, m ��., eQ- 04 uO - STA. 37+00 SAN SEWER X-ING r !� N S �2 � / � In DEPTH UKNOWN � z'n'" C ---- W GUARD RAIL i oQ,-. 19TH AVE• o� o o - -- Nco M Y� NEW GUARD RAIL ODIFY MANHOLES _ 5 O rn o RPM STA. 14+54 (ADJUST. 6.0') STA. 15+34 (ADJUST 7.6') _ _ i / � Xh5' STA. 19+47 (ADJUST 19.2') 10 5°xe �``�' � Cam) N �o �� � �� /� N G 2PP�� 01 p d / �x�o�P�O� 10+30.79 BEGIN �. • f=—�. r o �42g�`j?k ••'� •d� -y7yy �" 4O N. 19 TH AVE. k3 �6 ti v` �e rsi L 030' 0• �g i 6y P 2. �y. N. 096 19TH AVE. �� �n SAP O q:. / /� (y�s� 3 /45g6. / ,' Rlyy a dd VE STA. 9+97.51 = O / zs p�•/a5.1,50� / � �� ^ ,,may y6+ SPRINGHILL RD STA. 6+92.58 / x / F�ti P c 02 g 6' �f PROJ. # RS411- �� / y"/ / p �! ot� p� �07 p0 p0. .x r �. S+ y 1(3)0 / / 9 Jf Cy) 10+1 BEGIN NEW O ry O // EX. R R\W 140' LT. / Al u��90 93I % w = Os �� 5A6 ' ' / 22. 1o+s7.z7 x BEGIN L __ � LIMITED ACCESS T, / / 1k BEGIN NEW R �O� 3A \ ^�BEGIN R/W ACQUISITION LT. / % EX. R W 80' RT. `' S°s BEGINR W • s 5� o:� a" oo� '01� BEGIN R/ACQUIS 71SONCR7 COL RT. O o ` - - q�- j e - R-65' ti ar _ A < Q O a� cones 00� owao Nwo o� o � 0Ir o 0o n7 n nor) F 0 �' of 0 +• +' + + f"n1GHI L �e - — 1.' / N Q N N 3 Q 3 W Q T W Q W W Q 3 W f ?i w F w Y 0 z H Y 1 W Y a / raw �3 aw ) V)ZV) cnzU) (nzV) F- Y In Z V) w rn - 50 G ARD RAIL RT. ^a +) O1 N +_ 500. ' NEW G ARD RAIL T. 8 525 GU RD R ILL . 469C + w n N 4690 _ + 62 NE GU DRILL . `v _ o ' 20 _ - 468C 4680 T 10+ 0 TO 13+ 0 T 1+ TO 24+ 0 33 60.7 TO 2 .7 Z OBLI RA RD . L . OBLI ERAT RD L 00' V.C. C NC. SLOP RI — (REE S D.) (REE ES D.) 3 9 0 TO 36+ 2.0 72. 2 ME 90 = 26. 7 LOP PR T. 467C C) Z 4670 m STA. 15+ 9 9 .2 T 30 53.2 NE CON ME IAN C R8 E ' IN 2 - 2'R. g M PRIV TE P. T. M N 0 C SLO E P T. - - 0) TYPE A 466( M k� OTE FILL HEIG T F AB THE T PI E PL CEM NT 4660 STA+ II SE SPE IAL ROVI ON I N 7+4 .8 T 2 00. a Eo CUR n o LL H IGHT CO C. S PE RO � •A• o 1 27+ 74 467050 °0 + + 465( r RR 5 30+ .26 4675 93 + 4650 1 + c 600 V.C. I-90 5 36+ 6.15 467266 ATER AL T BE SUB EXCAVATE + 3 -GU RD AIL T. ") 175 NEW GUA D R LT 464 1.11 y, 4640 48 .5'- UARD RAI LT. 6 E RD AIL T. _ 4— t__463 a 4630 M n MA ERIA TO E S B-E CAV TED _ - 462 30 35 40 4620 15 20 25 51 10 N n4,,,r� �� STA. 45+37 STATE PROJECT NUMBER SHEET Nc 12" AT. GAS X—ING J P•• 48+61.14 3't DEEP MONT. HDP—IR 9113(001) 26 a io 0=16.2Ta3" LT. N. 19TH AVE. 45" ° 3 n 1*45' of ' 150.00. 1c= .6 w 6 —Z� T.=54848.64 z -.. .c Tb 60 S=0.03.04' vi 1\4j 6k/ S8, Ea=34.37 No � �(? °o° J�x�ss` PROPOSED co J VISITORS CENTER STAB 48+50.00 (N. 19TH AVE.) IS S 36'51'54" W 1488.13' x 5P F M THE NE OR. OF SEC. 35 R W = EXIST. PROP. STA. 49+60t �� �p END ACCESS CONTROL E7. / 0 BEGIN LIMITED ACCESS l7. g d N I (() END R/W ACQUISITION LT. < + a L7 - p0. + - k} 1: 6 48 00' w a' - _- - ----- — - -=r-� _ = Z 1F - - - - - - - - - - - - - - - - - - - - - izco o ha 3 C)Q + co S � h v w~ END PROJECT HDP IR 9113(001) a "' T� PI = 48+61.14 26 °� / ' N. 19TH AVE. STA. 48+50.00 =r � 'od w� STA. 48+50.00 BEGIN PROJECT RS 235-1(3)7 � J N. 19TH AVE. INTERCHANGE - BAXTER LANE_ 48+50 STA. 104+46.63 END PROJECT STPS 235-1 6 5 V)Z� END R W ACOUISMON RT.N. 19TH AVE. INTERCHANGE - WEST ( ) f/ I 4630 46: i 4720 ! 47� N TE: P.I. LEV. AT STA 48 50 ADJUST D _ +0. 5' 0 A-LOW FOR F TUR 0 ERL Y. PR EC HD IR - k1131001 EL 467 .11 f 471 4710 PROJECI RS 23 - 3 E . 4 71. 6 + N a 4700 N 47C W C NC. IVIED RB E A 4690 46 0 4680 -1. -- - — -- --- - - +1.267 ° 46F 600' v.C. 46- o I + 46E 4660 -- -- -- -- ---- - 1 I 46501 1 M TERI L T BE UB- XCA ATE 46! 4640 46 40 45 50 55 60 65 70 F:\PPXRD2.DW ,yl SIAiE PROJECT NUMBER SHEET No. UTILITY CROSSINGS MONT. HDP-IR 9113(001) 27 0+52t - 20" SAN. SEWER / -L__- o+sst - 2" NAT. GAS ,� SPRINGHILL ROAD 0+67t - BURIED TEL. CABLE / NW7 4 SE7/ 9+98 - PWR., 2 WIRE, 26.0' CL �� _. SEC. 26 4 12+15 - PWR., 4 WIRE, 23.5' CL P.I. = 2+20.00 0 = 29'47'00" STA. 0+30.80 0. -+ BEGIN SPRINGHILL RD. T = 126.98' N. 19TH AVE. STA. 9+97,51 = �n L = 248.21' SPRINGHILL RD STA. 6+92.58 PROJ. N RS411-1(3)0 O O _ 0 - CN L0 O Ui -s4 - + G + E D PROJECT 0 m s,. ' SPRINGHILL RD. S A. 14+00.0 DO I - - •„ II EN TAPER RT. �Q H C) -- o Q. EX. R/W- y 00 10+97,27 BEGIN NEW R/W 80' RT STA. 9+10.00 BEGIN( N 35:1'TAPER RT. EX. R/W = R . P.I. = 11+34.45 /• BEGIN LIMITED ACCESS CONTROL RT.- + BEGIN R/W ACQUISITION RT. A = 07'13'15"j �4P R = 7639.40' tp T = 962. ' 11 L = 962.7777' � 10+10.27 a NE1/4 SEI/4 7 BEGIN NEW R/W 140' LT. / SEC. ` .26 ♦ EX R/W = R/W a / BEGIN LIMITED ACCESS LT. w U TRACT 1K BEGIN R/W ACQUISITION LT. f ' O d Ja2 k P z N w C.O.S. 1498E d / DD a uj - + X X + X X i + N� O W W d W W d i -- Q 4+ __ ___ __ 11+7 --- --- --- — --- -t- - - ---- -- - — - ROA AP . RT ROA AP RT. TYP A TYPE A (n I I o EX]3T. C NTE LINE a 4650 N XIST SHO LDE O w 4650 — - -- -- - - -- _ a = 4640 —F4+T- 1 Ena En cn 4640 T-7 4630 v - _ -- - 4630 I 0+00 5+00 10+00 15+00 STATE PROJECT NUMRER SHEET NO. MONTANA HPD-IP 9113 001� S-1 SUMMARY SIGNING & DELINEATION QUANTITIES MATERIAL TOTAL UN IT SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(A) 527. 1 SO. FOOT INDEX SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(B) SO. FOOT SIGNS_-A_LUMIN_UM SHEET INCREMENT-_SHEETING(A) 2262. 3 SO. FOOT SIGNS-ALUMINUM SHEET INCREMENT-SHEETING(B) 1 12. 5 SO. FOOT POSTS-STEEL "U" _ _ _ 196. 0 POUNDS POSTS-METAL "U" DELINEATOR LINEAR FT. POLES-TREATED TIMBER-BARN-3"TOP QI _ _ _ LINEAR FT. POLES-TREATED TIMBER-BARN_-_4"TOP QI 212. 0 LINEAR FT. POLES-TREATED TIMBER-BARN-5"TOP LINEAR FT. POLES-TREATED TIMBER-BARN-6"TOP ¢ _ _ LINEAR FT. POLES-TREATED TIMBER-CLASS 4 _ LINEAR FT. POLES-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-TUBULAR STEEL 2_136. 0 POUNDS____ POSTS-STRUCTURAL STEEL 1 1647. 0 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 _ GAL. (S ) HIGHWAY TRAFFIC STRIPING-YELLOW GAL. (S ) WORDS & SYMBOLS FLEXIBLE DELINEATOR-TOP MOUNTED 6 EACH DELINEATOR-DESIGN A _ _ 53 EACH DELINEATOR-DESIGN B _ 28 _ EACH DELINEATOR-DESIGN C _ EACH _ DELINEATOR-DESIGN D 8 EACH DELINEATOR-DESIGN E — EACH DELINEATOR-DESIGN F _ EACH DELINEATOR-DESIGN G 91 EACH DELINEATOR-DESIGN H _ 38 _ EACH REMOVE SIGNS-GUIDE 15 EACH RESET SIGNS-GUIDE EACH _ BARRICADE-TYPE LINEAR FT. REMOVE SIGNS _ _ 15 EACH RESET SIGNS _ _ _ 1 _ _ EACH FRANGIBLE BOLT BREAKAWAY DEVICE_-3" DIA. PIPE 7 EACH FRANGIBLE BOLT BREAKAWAY DEVICE_-S3x5. 7 20 EACH FRANGIBLE BOLT BREAKAWAY DEVICE-S4x7. 7 10 EACH FRANGIBLE BOLT BREAKAWAY DEVICE-W8x18 18 EACH FRANGIBLE BOLT BREAKAWAY DEVICE-W8x24 4 EACH F REIARED BY: TRAFFIC UNIT DRAWN BY: M.J. Dyrdahl CHECKED BY: J. T. A. DATE: 02-APR-1993 a N eon\Mks\1437\I4J7sW-N$ STATE PROJECT NUMBER SHEET NO. v v Y Y Y MONTANA HDP-IR 9113(001) S-2 U U CJ V, % X m m m m m ¢ Y ci K ¢ M o o V O O O CD O O 5 m x m Y Y Y I Y ti L19 U U O N N �D O O O_ O_ CD m m m m ¢ N _ cro CD I o Imo^ o m y I y a r s bg S` � o 0 � m � v O p m N M _ mC N i N l!"1 W W W � O� Oi W W O� 7. C) so dp w J Z 'V�/w,nys` 00 u'1 O OM Otn O OM M Vt vO O O�y O O O O O M O O M M O ONN ONN ONN 00 00 000 O 000 00 00 ONN ONNIONN M M tiOr y1 - Q tD lD tD CD N O; M M N NMN NMN NMN MOB MOB MMO. N MMT MOB MQ�NMNNM N'NMN M M f O O O O O O O O O I O O O O O O O O O M M N N M M M M M M M M N M M N M M M M M M N M SNi1y�r.�y N M I - /��n O �O l ••�O� �O O O O O O O O O O 'O C O p p p Nr aD tD J O O O O O p O 0 0 0 0 C- �D O 0� drys TT �� b�jl add O— ON O'+M NM My Oi O �O WN O �p Q 4 1v /s` NN NN N NN ' Q N N �ti MM — M dip NM O O O O O — — � X T X T X T X T X T X T X T O O W ._ — — W M N (V W — N O O � Q V X T X T x x xti e� xW x I x� xti �w 9w m, - w w w m=e Im B m >s - z _< Q_ W W W Q Wd Xti- O_ BO_ 6i R W w W m_ B m m Fl �U ``I_� O- p-e d J� W W R W 2 � 1bO Ar 3 3 V�Md VO \d �^ N� MJ Md Q- d J = p d W W W W m_ SiW �+ V4J S�_ 2J Jr p — m v o i 0 0 0 0 o O o 0 0 0 0 0 0 0 "� M M M M N N �n tD t0 O O O O OO O O O O O O O O O to, ,V `� aD t0 ti O O h- — (Y u't mm � � 1 �n m m m m «<«<QQ< m m mm Imm m I m «< a<Q «< m m m � VJOIb. I V� /�/t/ c> O �D O iD O O O O O W O i O iD O O O O O OOM OOM OOM 00 00 000 O 000 00 00 OOM OOM OOM O O O O �O N NW M MM —M NW N �D �n "-1 ' M X — X X X X X %X X� X x tl X X X X X W X = X X X X X X X X -N�-N--N- -M -M --M - -�M ' ' ' ' ' ' ' V M -M -M �ry��ry��ry� x x x x D op p o 00 �o �n O an o o O ow o ca op O �n o 0 0 o O oom oom oom o0 00l000i o 000 00 00 oom oom oom o 0 0 o "X N t0 f�- '-- K i . i i i i i i i . i i /LID R W N j M� M N N M Q R N NN-NN-NN-i MM MM MMM N MMM MM MM NN-NN-,NN- Q V MAli M N N i/�S O1�1O O N Oi0 N^ O� O K O O W Q M l0 W MM M O O i ' LCl 1 W N _ ^ 10_OP�MNiO J- K- JKN' - �JN �N � O_O �l O� drab - U WU O W O O 3 NV O K� cr KKK 2�I¢�13���� �5 J M 9N O AI b m m m 9Q m m EOQ EOQ m EpQ ^wl E—,—w O O O Q ¢ ¢ O ON ON ON 9N ON 1- J t t STATE PROJECT NUMBER SHEET N _. MONTANA HDP-IA 9113(001) S-3 x x x d l m V1 _i V V Q m m x x W CD o I \ I CD o oo Z -o N N i W d N OW Cl N SZ O o a DSO r's.a� S S ti r--� LJ J - O �/ �n m N m m m�o m M m r• u'i u-+ m m ao / O M O Q N IN•!t Nm CT O O m 0 J dOJ O V1LLJ t-c; oo L^ .n V O�Q O�� Ism O�6 6 M N Q N N O� 00 OVt ON 00 ON NOONN :!TN N O� p`lD bO�d�O I I I O I w MY M M M M M M N N M M D I f1 M l M M M M M M O M M M M M M M M 1 rpp'y/�ti)Oti H �'> 4 u, u, 'D 6 Z_ H1S4�)a7ti/ls Y m o c z:x ADO - tD�G ODD iD CO ADO �D CO - /1 O O �D O �LL lD -N NN NN - r, „ -^ -- N M yJ N •('1 M M < O 2ti �j l�ypdV \ i a �w �xti d0 d�5 m X ID > > m m v !a n�oN X W X W X X X r X ti ID W ID W ID W m W_m W,m W'ID W ID W $W i ID W ID W m W ��- M V'ti M dl M Vr� maul mO0 a d J J 2 � mN Wm apppm Nd 1 mm a Q. MI\- 1_ M CDO_ O O a Oda O_ OI- O O O a O a O 2 N ZC� 3 ; w 2 cn T �p v'✓/ N N v+ N N Qz to 3 O V- dd�s��S Q o f o Q o o Q o 0 0 N Q Q o o * lV 1%1 m ° v m o o Q M M N O 0 � o t o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 J C7 W p ,r O O O O ! O O �D t0 O O O O O O O O ti u7 O O aD O O CO O O O O O O O O ♦O mm mm ¢¢ m¢ m m mm 64 mm 46 ¢ Q mm mm mm m« mm V np� OOHO O� 00 O u� O O V O O �O 00�0 m0 OM OCO ODD OOM OM MO 00 OOM OOM A.b W , i , i r WWO i i i i i WW WW W W r LIl •!l ^� Nm N� M N� M M N N M Ir�NO OM N— NO V1l/1 NN NO In N d xx X xx xx x x XX xx xx xx, x x x x XX Xx �' x x x x x x xxx xX Xx xx » _� xx %ox0+x xx xx %xmx xxx N 00 O� 00 00 0 O ♦D W CO �Dm 00 lD ADO, O O O p 00 CO � �•.r w Cp O O O O O �p00 00 00+ 00 W�� �w� 00 2 w0' 0 Om 0 00 OO 000� w �VV///l MO NN mN .O O,� Q+N m �D tONN M N- NN NN NN- N� -N N NN-NN- Z '•'� OQ ON -O O �11 O � �� O tOV O_. �D CO .--. - O�ti �lf�p Ul- W O� Q' r� O N �D O� -- NOS OQ I OQ I V O O,a� -O N M M r ^ f M^ — �� T,� _ — rM^ N - i N M � i O O N N r O , M M ' lD Y'fm r• m M O� m m O. N� O— - �— _ N M � O O U� WC7 WN V1 �C7 CJ W 3 C1 C7 C7 (, �nL WU O'Y d1-5 N N b EN EN EN EN m m m m m m m m m m m mm E O O O O 3 LEI 3 W W W 3 16 0 0 0 0 0 0 0 0 0 0 t o 0 o o 0 0 0 0 o m o m m N o 0 0 o 0 00 o 0 0 o ,n o ti o 0 0 0 Cl rNn �D + _ v v v v O to - tD a0 r- m m m O+ O - M �D v l0 ,- r� v �O O _ O N I v •n •!t aD j m O _ a O a('t LJ �fl l2"f L('l •il In Ul lI"1 ll7 - �O CO lD lD �O N N M I t J J J J J ^J J J J J J J a I I o NI Z �i STATE PROJECT NUMBER SHEET W�J jwx a J i MONTANA HDP-IR 9113(0011 S-A Z>2W o Z Q =V = O O d waa dmlwz a = Z 1 2_ = O >N ~ O cr �� U �_ IOX o w OK �o " Q H uWW =H OZ ^ ZW Z ILL > p _ _ p r�- oo2 xo c�.�en n t< Oc.7 : W O Z O�W — >WI NW �J� •Il�o Z x�¢i �z v W¢ o¢ o WZ -o i`zw 61 V 0 EL I I l w ch cn Jib,js� � .`� S - g_ co d - 0l —� o �Oq J El /*, w E a� lko 3 1 -3�tl - Ln ��•�/)(b ON ONN ON ON ON O N V M O/j /V, o O M M N J jyJ z ��))b�00 n u (�--4 �J) CD jk��tii� - - - tij 00 j b drys i j I c+ r �Id rr) tibJ I d d yp J�S t9 m Ji Ln °° o0 �o ��o `Itii d�1 « I o N m dd�s NdS — w - _ - - - JIS w a m o (-D _ Z Z Z < o G' I CD C7 CD 0 C7 m LLJ Z �v)I N�J� `..� a N cn U) U) vT in w J w w w w w w w Jw k,AV � o?o o� o� C) T T I TW WWxx xxx,xx xX x;<I x o.0 00r ao w w W O Wa��c N m� �i� o� o�� �a ^ o =o � m m H FW- O N — IOW M O 6U' d W O STATE PROJECT NUMBER I SHEET No. W O p MONT. HDP-IR 9113(001) S-5 l5♦D_+00 LjN ro NEW p a U') `0 �Q BOZEMAN INTERCHANGE M.;-70 M1-1 to REPL D:0-6 RAMPS 1 & 4 0 o� 1540+57.60 RAMP 1 = 1538+56.89 RAMP 2 11D w Fa m RAMP 1 \ = 31+97.79 CROSS ROAD /Oesign"0'Delineator _ _ \ __——— ———— —_—— _— — \ \ N — — — — _ —e"While __ _ ____ _________________________ _______________—__ ____ __—__ __ _______—_ _—_ __— —— 1i — - — - - - - --K-- - - ---- --- - - - — - --- --- --- — - --- < - R = 2864.79' 4-Yellow ---- � ==—I--_--------->_--------_-----I--- -�---- -___� ____ =---_ D 2_00' '- ----- ___-_ ---- -- - ��,�� �N •�� �\ A•�� _` —i ----I - - - - - - -- -- - ---- --_ ` --=1- - - -- ��—� - — — _ - -�_--_ 'L- STATE —.— -- ` 90 Z / Fm< ,cnoa, 3 REPL~ ul rn �JI LJ 000 oa w aoa R 330 ``,- yo T x rnoo +Z a� w K ~+Q 2'Oz �L�� v. NEW NEW NEW ne ti 09-to G5-6 E-05 156-5 EG-305 a 1490+00 GlI 293 REPL S. FROM 1584t00 ID m ` \` 1500400 00•-92• y g NEW ` \ 'p.9 ti vN \ R2-1 J� 11 n � �rf m m' ----------- ----------- ------- ---- - - - - - ----- - - -- --- 2 ` \ -----_--_ ----------- -- - _---- r� \ \ \ - --------- - —--- --- ----------- • \ \ \\ 19 Nc� OJi N N ? o v Z. 2 = 2 - -, ,7S 3 m ul 1p - 3 m m < W o NEW +N 10 ���� N m 3 Z _ 3 6" .v/ D D 3 x 3 x� o rn > N p1 0 �i mD y:D m n m 1 `°� �''� y� yr' '^ n. - D W o .v. o �Q d ` R = 572.96' \` m n L. x ��" o ,�3 E,"-'�, 1501460 ` , \ V a to ro_ n in N z�o NEW R3 I \ MI-4 a'' ��.�\ \ D = 10'DO• 1416+00 � � 1468+00 �l- � M3 2 a�2i` ? � ``, _ � � ------ - NEW 1442 400 NEW F \ \ ® �3.2 S3/y Yo * J S62D IE -20E305 NEW G3-66 E-301 r -- '------ - 1478+0(' ?.\\ ® 'ii aJ. ace • >. -7. EB 12 REPL 2 >.�' - A \ ® N11 1 m� o� o I �`----- -- -�\ G30-77 G 7-69 R3- 3-40 • a ? ` A-A ®NEW = o �\ IL M1 1 qF`y QY�� 1546+90.63 RAMP 4 = F75 i RI-1 - `� 30 © sic 3eb 1546+74.25 RAMP 3 \ � M6 42+04.71 CROSS ROAD0 , \\ e J ab}� 4"renaw \\ 15 }e Pl0St;c 24„W — —; P 4"Yellow �� _——— t/ _ � RAMP 3 70 �4" 260'B"WAile Piosric � White \ 4"White NOTE: Pavement Markings \ White Plastic \`� N� R6_I \ \` R6_IR �? NEW \ \\ NEW �e_ NEW ,\ ® La-r \ \\ Where specfied on the plans as plastic, pavement LA 2 EE_ RI-1 \ \ v ® R v vv markings shall be inlaid hot-extruded hydrocarbon thermoplastic. 1546+90.63 RAMP 4 = Words and symbols shall be White plastic. 1546+74.25 RAMP 3 - \ Pavement markings on concrete bridge deck = 42+04.71 CROSS ROAD '0\ shall be 90 mil preformed thermoplastic r tape meeting the requirements of the standard `\\ FIDP- R 91 13(001) specfications. ` All other markings shall be paint. BOZEMAN INTERCHANGE A- A GALLATIN COUNTY DESIGNED SOUTH INTERSECTION DRANK SCALE: r' = so' SIGNING AND PAVEMENT MARKINGS CHECKED REVISED SCALE: 1" = 100' REVISED REVISED STATE PROJECT NUMBER SHEET No. 1540+57.60 RAMP 1 = 1538+56.89 RAMP 2 = 31+97.79 CROSS ROAD MONT. HDP-IR 9113(001) 1 S—6 BOZEMAN INTERCHANGE RAMPS 3 & 4 NEW NEW `\\ = LA 2 J R3 8b \\ C, \\ NR1,1 P0.M�Masfie NEB 2 '•I of \\ Whit y—"- v ® �'/ i255 8"White - - -- // �6.\R�® �l \ �--� �_ - �.�r -- __ 4"reuo. RAMP 2 ole- NEW.ac r W I '=5 I��, • � R5 E� M6 N 1 R6 \� ti M�" ,s "�? P-6 NORTH INTERSECTION NEW Q •' Ao o "P E-305 G5-76 \\ - R3.\ SCALE: 1" = 50' o o ,v-w Q 6' o �= n v Of / 5 0° NEW cA ® 2 \\� JN a = xh6 j-5 c NEW M\\ ®® �.\ � `\\ + I- p t R NEW �0 15b w 55-11 o M �, o w ao tr w r1 x D9 ro O K 2 ® NEW N W(n• CO W 09-1O hS • E \o \ 0 Nw 156-5 �a n a LL zr L Z to f� O NEW T♦ m M } 't tl II �Q\ QOP G9 I52 a a® r � �� II 0O i R i ___ _ Or' z I NEW O EG-305 �Z d w a // 60 G� NEW W O II F� ___ �4'White W3-ID �1. ^� Z re) --- - --- - -- -- _ _ - - - aOx o,,�. NEW N / • R = 2291.83' �..,----� a w� ___ ----`i-- -`--- —==---� - h �x R5 ZAMP 2 _ _ _  L ---------- -- _ _-------------- --- ------ - r / Design"G"O•Imea•or - - -_ _� - - - _ �1—� - �—_ _ -. - - - - - a 1 _ — - - - --� - - - -- ----y -�--- - -- s > -- ------- - �! Design"P'Delineofar.—/ �� �-=- -�-�_� �- - - -- -- r Q f7 p w — 00 / NEW / R5"I D • f �W , r r•r du°J 9� Za D 0 4 X to p I G35 00 0 s zZw REPLACE r I II w m G-14 E-306 247+00 REPL. 0� a ES-17 I) GZi m (ADDI'oz. M 161600400 32+50 N REM 153 -OVE NEW NEW 1S RE 166MO'V N c�+ E-305 NEW E IS7-!C 37-69 G30-77 /610+00 21 Q6-2E IIG W' • • O W N Q � ra i / orZ EY E-305 6 "' �j �ra-j a: E ct 0+ ya. x O O Z Z r , r 1582+90 1594#00 u H� ro Q REPL. REPL. ' r D10-6- R2-1 - _o:3 w E X `a O i rr)0(D T --------------------- --_ - 7 / — -- — _— ------- — -----——————— ——— r i IS4 IS466,4063R` �\` \ • moW n ;In p4 o 1573400 REPL. 1583420 MI-NEW M3-2a D/0-6 R2 W • O�U HDP-IR 9113(00I) CROSS ROAD STA. 48+50.00 BOZEMAN INTERCHANGE = GALLATIN COUNTY DRAM DESIGNED STA. 104+62.58 CHECKED VALLEY CENTER DR. SIGNING AND PAVEMENT MARKINGS REVISED REVISED REVISED SCALE: 1" = 100' STATE PROJECT NUMBER SHEET No. MONT. HDP-IR 9113(001) S— 7 BOZEMAN INTERCHANGE N 19 th Ave 4" WHITE B �Z 4" DBL. YELLOW PLASTIC 12 jl L m NEW O NEW rt - -- 30 14' MEDIAN p� G8-19 -It Q� // G9-31 24" YELLOW PLAST;C 50' TYP 12' 0 ! I t// I / ♦ m 4" WHITE M -/•/ �'_-__ --___ —------------ B O ----------- -------- III/ - -- ---- -- -- ---- TYPICAL ROADWAY STRIPING I, ♦ a 1 NO SCALE � D 00'30 �'<P G 8EOILS- -26 -/ I!NEW yR = 11459.1C Q m cn O m G9-32 D i i i+� NEW 09-10b D9-10 05-2 • /NEW ws ro N 19 th Ave 1 � �O Ct (0 C N 0/ r NEW •=FLEXIBLE UELINEA'u RS / I / SEE SPECIAL PROV. / NEW I� _ •=FLEXIBLE DELINEATt;pS) I SEE SPECIAL PROV .0 _ __ ___ _ __ _ _____ _____ - —______ / �� "- �--------- - 4'White- - -� -------- ---------- - -_ -_ -- _ I -- -_-— -4"Double Yellow goslic 11 12 270' 8°White Plastic q' rYellow C�rO Poin 12 ''R 12 2'R I'� �4°Yellow __ Yellow Curb Painl= - ' ------ —- I 12 s ~ 1 27U B"Whi}e Ptasilt 4 --'---- i I CUR MEDIAN- 3'R 4 _ - - -- I I 1" -_ 2'R 4"Yellow I I 4"DBL YELLOW- --- el nx Curb Point -4"Yelto.�/ --- ---_ — -- - ---- -- - ---- - _- ------ - - - --- - -300 9"WA/re P/o,7ic - 12 PLASTIC / ___ _ _ �4___ 4 White B-_ _ �- 1 I / - \ / NEW n n' m •=FLEXIBLE DELINEATOR C24° YELLOW PLASTIC 1 / / SEE SPECIAL PROV 0 ' LEFT TURN STRIPING DETAIL I I / SCALE: I" - 50' OD NOTE: Pavement Markings .4 4"White - Where speefied on the plans as plastic, pavement ' markings shall be inlaid hot—extruded a'Dbi Yellow Plaetia hydrocarbon thermoplastic. Words and symbols shall be white plastic. 8"White Plastic ------` — �sra 47+so Pavement markings on concrete bridge deck ___ qT� HDP-IR 91 I3(00I) - shall be 90 mil preformed thermoplastic a tape meeting the requirements of the standal L. BOZEMAN INTERCHANGE specfications. END PROJECT HDP-IR-9.13(00i) GALLATIN COUNTY DESIGNED All other markings shall be paint. N I9TH AVE STA 484-50= DRAWN CHECKED N I9TH INTERCHANGE-BAXTER LANE SIGNING AND PAVEMENT MARKINGS REVISED REVISED SCALE: 1 = 100 REVISED STATE PROJECT NUMBER SHEET No. MONT. HDP-IR 9113(007) S—8 Ois �' / �� /' BOZEMAN INTERCHANGE o / / o tia 0 + Q. SC I / BEGIN CROSSROAD STA. 10+30.79 0 = 07*13'15" 'ADD / NEW _ ♦ S / / zi ::F I , I I 1 I 10+45 _ iFi.Delm.(TYP1 -7PROJECT - _ - - - - - - _ - - - - - - -4"Dbl.Yelbw P/ostic - - - - _ - - - - - -— �--- 50,—� 4"Dbl.Yellow Plastic _ FE r 220 8°White P/o,i,, I� -24'Yellaw fkshc(,�D 3M(rN)T.—__ ___- T- 8"White Pl.v,c4"White/ \ ,y0RESET _-- MNEW tro ` + oImp M6 laiRFPL FROMch STA 7F20 REUSENEWM 4 5 USE AS/S REUSE Iv , M/ IO WI-2R W3 la W2_q 1-5b l-5 M6_EUSl- M ' of O M6-3 a- 4'L7/yp NJ/3-/ SPRINGHILL RD. STA. 14+00.00 E ' '® SPR/N - GN1C( / CROSS ROAD STA. 9+97.51 = 29'47'00" SPRINGHILL RD STA. 6+92.58 / / G •� �6 / /) HDP-IR 9113(001) SPRINGHILL ROAD DETAIL BOZEMAN INTERCHANGE GALLATIN COUNTY SCALE. I• = 50' SIGNING AND PAVEMENT MARKINGS DESIGNED DRAWN CHECKED SCALE: 1" = 50 REVISED REVISED REVISED STATE I PROJECT NUMBER SHEET NO. MONTANA HDP-IR 9113 (001) E-1 ELECTRICAL QUANTITY SUMMARY ITEM N0. MATERIAL 2-LANE 4-LANE TOTAL TOTAL TOTAL UNIT RURAL URBAN RURAL URBAN RURAL URBAN 616 183 000 FOUNDATION - CONCRETE__ CU. YDS. 616 323 11CF CONDUIT - STEEL 1 INCH RIGID __ _ _ LN. F7. 16 114 CONDUIT - T L 1-1/2 INCH RIGID _ 650 _ 650 LN. FT. 16 323 120 CONDUIT - STEEL 2 INCH RIGID _ 1205 _1205 LN. FT. 616 783 obi PULL BOX - CONCRETE TYPE 1 12 _ _ 12 EACH 17 123 110 CONDUCTOR - OPPER AWG 10 __ ____ 3415 N. FT. 617 063 106 CABLE - COPPER 2 AWG 6600V DB 2520 _ _ 520 617 3 10 CABLE - COPPER 2 AWG 8 - 600V DB _ 4135 2520 LN. FT. ___ LN. FT. 617 06 PE 110 CABLE - COPR_2 AWG 10 - 600V DB 1230 1230 LN. FT, 617 213 006 TD-FIB R-DB TYPE 10-A-300-2 2 — -- 617 213 012 TD-FIBER-DB TYPE 10-A-300-5 12 _� 12 _ EACH 617 1 1 STD-FIBER-DB TYPE 10-A-300-6 18 — 18 EACH 617 303 225 L MINAIRE ASSEMBLY - 250 W H.P.S.V._ 3 - �32 EACH 617 333 1 0 �SERVIOCE ASSEMBLY - 20 AMP 3 _ EACH 617 3 010ELECTRICCONTROL 3 3 EACH 619 010 410 POLES - TREATED_TIMBER CLASS 90 _90 LN FT DESIGNED-- DRAWN CHECKED- REVISED REVISED REVISED C5 21 13 STATE I PROJECT NUMBER SHEET NO. MONTANA HDP-IR 9113(001) E-2 NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. 0 0 0 0 — o- + C W 0 0 0 — —C L 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS " DD" OR EQUAL I" DIAMETER BEND BRASS SCREWS l " NEOPRENE GASKET 3 I/2 � � 2 — l —IDW " IDL —� D I' REINFORCED CAGE a I" --NO. 16 GALVANIZED r al> 3/4" MESH LwA — L DESCRIPTION: TYPE I AND TYPE II METAL PULL BOXES SHALL BE II` 3/8" BRASS HOLD DOWN BOLT CONSTRUCTED OF CAST IRON WITH A MINIMUM WITH HEXAGONAL BRASS NUT. WALL THICKNESS OF 5/16". THE COVER SHALL BE CHECKERED STEEL. THE BOX AND COVER SHALL BE HOT DIP GALVANIZED. PULL BOX METAL r- ELECTRICAL BOND, NO. 6 AWG PULL BOX CONCRETE MINIMUM INSIDE DIMENSIONS CONCRETE LINE —MASTIC, APPLY IN FIELD COPPER OR EQUAL 3"�I !I MINIMUM DIMENSIONS TYPE I TYPE II EXCAVATED MATERIAL H TYPE I TYPE II SEALING GASKET 6" l AND TAMP SECURE L = 19- 1/4" L = 25- 1/4" CONDUIT W = 12 INCHES W = 12 INCHES W = 13- 1/4 W = 16- 1/4" N0. 30 FELT PAPER D = 12" D = 12" L = 18 INCHES L = 24 INCHES SEPARATION I D L = 14- 1/4" I D L = 20- 1/4" CONDUIT BUSHED NIPPLE I D W = 8- 1/4" 1 D W = 11-1/4" D = 10 INCHES D = 12 INCHES CONDUIT IN PLACE C L = 15" C L = 2 1" LIQUID TIGHT RIGID CONDUIT HUB 23" ! AS REQUIRED C W = 9" C W = 12" O FIELD DRILL CONDUIT ENTRANCE HOLE. TREAT DRILLED HOLE WITH GALVACON OR EQUIVALENT BEFORE INSTALLING CONDUIT HUB. ELECTRICAL O DETAIL DRAWING 1" CLEAN STONE III t - O00 O - DRAINAGE PULL BOX METAL TYPE I & II DESIGNED PULL BOX CONCRETE TYPE I & II DRAWN AWL 1 1/87 CHECKED REVISED REVISED PULL BOX METAL TYPE 1 & II PULL BOX CONCRETE TYPE I & II NO SCALE REVISED MONTANA ZF2:[09000;]DETAILS.TRF; I A : 1 CAOD 03-DEC-199 10:39 rRLtE - _- _ STATE PROJECT NUMBER SHEET NO. MONTANA HDP-IR 9113(001) E-3 TWISTLOCK TYPE— WATERTIGHT CONNECTORS HOTO-ELECTRIC INSULATED CLEVIS NTROL - 120/240 VOLT SERVICE INSULATED - TWISTLOCK TYPE — CLEVIS PHOTO-ELECTRIC CONTROL TYPES 2, 7, 12 & 17 —WEATHER HE D WEATHER HEAD TYPES 1,6, 1 1 & 16 ENTRANCE TTING ENTRANCE FITTING 120/240 VO T SERVICE ---CONDUIT STRAP OR META POLE 3/4" STAINLESS STEEL BANDING (TYP. ) 30' CLASS 4 IDENTITY DESCRIPTIVE TREATED TIMBER SYMBOL & POLE NO. WIRE SIZES 1-1/2" STEEL COND T - 3 OF NO.6 AWG I g 3/4" STAINLESS STEEL 1" STEEL CONDUIT— z —e Q� I0 3 OF N0.6 AWG PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- BAND MOUNTING (TYP. ) 3 OF N0. 14 AWG STEEL CONDUIT RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 3 OF e IN THE GROUND OR INSTALLATION IN SUNLIGHT. 3 g 0 EACH HOUSING SHALL PROVIDE A SECTION TO FORM 8 A WATERTIGHT SEAL AROUND THE CABLE AND A 4 — 8 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE g } TYPES 3, 8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. g EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT G" MIN. 6" MIN. g � METER BASE METER BASE 5 e SILICONE COMPOUND TO LUBRICATE METAL PARTS ' AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. (T� 1 m BINET WHERE L— INDICATED A COPPER PIN AND A COPPER CABINET RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE 7 SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN -CONDUIT & WIRING 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING 60" M 60" MIN. { AS REQUIRED 8 0 AND SHALL BE EQUIPPED WITH A DISPOSABLE 72° X. 72" MAX. MOUNTING PIN. THE PIN SHALL BE OF AT LEAST 6 HALF-HARD MATERIAL AND THE CRIMPING PORTION 1/2" SCHED. 80 9 6 SHALL BE FULLY ANNEALED WHILE THE REST OF PLASTIC CONDUIT THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 1 BARE NO.6 AWG 6 HARDNESS. THE RECEPTACLE SHALL BE FULLY 10 + 6 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK 6 TOGETHER SO THE CONNECTION WILL BE MAINTAINED =� 4 TYPES 4,9, 14 & 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION ii III 11 IS APPLIED TO THE ATTACHED CABLES. Tj 2' MIN. J " 3" Min. 12 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF _ m SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. —CONDUIT & RING 6' 3 10 e THE CONTACTS SHALL BE FULLY ANNEALED AND o AS REOUIRED ADAPTED TO BE CRIMPED TO THE CABLE. --5/8"x 8' 1/2" SCHED. 40 COPPERWELD 14 4 PLASTIC . GROUND ROD 4 I BARE N06 AWG 4 15 4 4 GROUND ROUND ROD 16 10 to SERVICE ASSEMBLY DETAIL SERVICE ASSEMBLY DETAIL 17 °Q/�10 METAL POLE WOOD POLE 10 TYPES 5, 10, 15,20 8& 21 18 10 to to e 19 ,° ELECTRICAL e DETAIL DRAWING IO 20 ° 0 6 WATERTIGHT CONNECTORS 21 - e SERVICE ASSEMBLIES DESIGNED DRAWN J.U.O. 7-87 CHECKED NO SCALE REVISED REVISED ZFA2:[40, '] REVISED MONTANA ZF2 [04000(]DETAILS.TRF; I - CAOD OJ-DEC-I991 10:27 TRELE STATE PROJECT NUMBER SHEET NO. MONTANA HDP AR 9113(00U E-4 AWG NO. 10 DROPS TO CONNECTORS IN POLE BASE (TYP) S-2 1 1 24 Nfl 29 28 27 26 25 PULL 3 S-2 SERVICE WIRE DIAGRAM BOX 2 AWG NO. 6 a 23 5 #8 3 120/140 VOLT€ PHOTO—ELECTRIC CONTROL TRIC a SERVICE #10 #8 AWG NO. 14 s `' 22 30 3 3 #6 LIGHTNING 1 8 ARRESTORS I I PULL 21 N8 # 1 BOX i AWG NO. 10 DROPS TO CONNECTORS B PULL 2 IN POLE BASE (TYP) I — AUTO—OFF—MANUAL BOX 1 \I SWITCH #6 s ' I 2 n K 20 PULL 32 20 AMP D.P. 31 BOx CIRCUIT BREAKER I I✓ NEMA TYPE #6 O I I' 3, 3R, OR 12 20 AMP RELAY I CABINET a 19 a I 6 N PULL I BOX — — —— — ————— —— PULL '0 18 12 NS —— BOx 3 AWG N0.8 7 'c PULL BARE AWG N0. 6 6 #6' 3 3 Box# N8 N8 1 #8 TO LUMINAIRES� AWG NO. 10 DROPS TO CONNECTORS e 17 7 8 g 2 r IN POLE BASE (TYP) TO LUMINAIRESPULL 3 - BOX B 16 12 #8 11 10 1 2 #8 3 GROUND WIRE #6 PULL g BOX a — 4 5 6 `3 9 #6 8 #6 #6 PULL N6 N8 BOX #6 It AWG NO. 10 DROPS TO CONNECTORS S-3 , IN POLE BASE (TYP) PULL S-1 #8 #8 #8 BOx 2 AWG NO. 10 DROPS TO CONNECTORS #10 IN POLE BASE (TYP) 'a 15 .s #10 lo 14 #10 13 Si SERVICE WIRE DIAGRAM S-3 SERVICE WIRE DIAGRAM (6) INDICATES LUMINAIRE POLE AWG NO. 6 AWG NO. 6 PHOTO—ELECTRIC - PHOTO—ELECTRIC (( _ CONTROL 120/140 VOLT 4 CONTROL 120/140 VOLT C SERVICE ( INDICATES WATERTIGHT CONNECTOR SERVICE C PER SHEET E-3. THE FUSED —_ AWG NO. 14 CONNECTORS IN LUMINAIRE POLE F——— — — —— AWG NO. 14 BASE SHALL USE MIGET FERRULE LIGHTNING FUSES RATED 6 AMPS. LIGHTNING ARRESTORS I { _ I ARRESTORS I I I I I AUTO—OFF—MANUAL AUTO—OFF—MANUAL l } \r \r I SWITCH j I SWITCH} I I I I I I 20 AMP D.P. I I 20 AMP D.P. I I CIRCUIT BREAKERS I CIRCUIT BREAKER ✓ NEMA TYPE V� NEMA TYPE I' 3, 3R, OR 12 1 3, 3R, OR 12 20 AMP RELAY I CABINET 20 AMP RELAYS I CABINET 1 I I 1 I I I I I I 1 I I L--- --- — —— — — — — - — —— ——— — AWG NO. 8 PROJECT N0. HDP-IR-9113(001) AWG NO. — AS REQUIRED BARE AWG NO. 6 BARE AWG NO. 6 - TO LUMINAIRES--� #6 TO LUMINAIRES 7-12 & 16--� INTERCHANGE LIGHTING m )#10 TO LUMINAIRES 13-15 --� GROUND WIRE -- � N. 19TH AVE. INTERCHANGE #6 TO LUMINAIRES 17-24 GALLATIN, COUNTY GROUND WIRE -.- - STATE PROJECT NJMBER SHEET No G OV�j Q zz\ MONT. HDP-IR 9113(001)' E-5 BOZEMAN INTERCHANGE Z -------------- __-- --�- p .57 s�4 PB 5 11+35 1C ti� 0 \� Q e ��i(,y/`` ,5o J� NOTES: 120 240 VOLT SERVICE � � � BY MONTANA POWER CO. "" G� 30' TIMBER POLE . P� CONDUCTORS WILL BE PLACED IN CONDUIT WHEN 20 AMP ELECTRICAL SERVICE ASSEMBLY �� �i�' `tia ` Q CROSSING UNDER ANY ROADWAY. PHOTO ELECTRIC CONTROL � �, ' \ ry 5 V� CONDUIT WILL BE PLACED UNDER INTERCHANGE ����, RAMPS, 1-90, AND N. 19TH AVE. BY JACKING 3, OR DRILLING. OPEN CUTS OR TRENCHING PB __---------- - Q o Q WILL NOT BE ALLOWED. CONDUIT IS MEASURED 0 31 $ Q� P� 5 FEET BEYOND THE EDGE OF EACH SHOULDER. LID AY -_ O � w -- --, + 0�p 1n -- - - -- - _ aUNE ^Ft1 pe �® --- ---- ------- - -- - -- OJ\�G, "a L Z N O ----- --------- - ------- - ------------ Q�S Q0 - ------ ,n ----- _ m ! O 2" STEEL CONDUIT ----------------- _ G° -- ---_ -------- -- - -- ,Q --- ----- - _ - ALE: 1'-200' o W d1 " 1523+02 120/240 VOLT SERVICE /o Z LINE BY MONTANA POWER CO. N 0 Lj Q. : p 30' TIMBER POLE DD (� A 20 AMP ELECTRICAL SERVICE ASSEMBLY PHOTO ELECTRIC CONTROL Q LO _ \ O �c';' " LUMINAIRE POLE SCHEDULE ---------------- - 8 OF®ET MAST ARM LUMINAIRE FOUNDATION p POLE NO. TYPE LINE STATION LENGTH MTG. HT. LUMINAIRE DIA. X DEPTH POLE BASE �jAl J NO FOUNDA710N cb G O��J 40' 250 W HPSV BREAKWAY 1 10-A-300-5 R1 1523+62.7 LT.(R1) 10' 12' _ DIRECT T BURIA P �y GQ- \� h 2 10-A-300-5 RI 1526+12.7 LT(RI) 10' 12' 3 10-A-300-5 Rl 1528+62.7 LT.(R1) 10' 12' �h C 4 10-A-300-5 R4 1523+02 RT(04) 10' 12' 5 10-A-300-5 R4 1525+52 RT(R4) 10' 12' 6 tO-A-300-6 R4 1528+02 RT090) 67' 15' 7 10-A-300-6 R2 1551+00 LT. (I-90) 67' 15' �.� A� JG�Q.Qa.��GPGp�� �\ (,^,O g 10-A-300-5 R2 1553+94 LT. (R2) 10' 12' x 9 10-A-300-5 R2 1556+94 LT. (R2) 10' 12' �`�O�0�0i�;�'G'� 10 10-A-300-5 R3 156t+11.a RT. (R3) 10' 12' '"ry ��Q 11 10-A-300-5 R3 1558+61.4 RT. (R3) 10' 12' 12 10-A-300-5 R3 1556+11.4 RT. (R3) 10' 12' ��X�•``?e 13 10-A-300-6 N. 19TH 50+15 LT. 37' 15' 14 10-A-300-6 N. 19TH 47+68 RT. 37' 15, 15 10-A-300-6 N. 19TH 45+90 RT. 37' 15' _ CD 16 10-A-300-6 N. 19TH 42+90 LT. 42' 15' ti 17 10-A-300-6 N. 19TH 41+40 RT. 39, 15' 18 10-A-300-6 N. 19TH 39+15 LT. 44' 15' ry 19 10-A-300-6 N. 19TH 36+90 RT. 39' 15' -9 20 10-A-300-2 N. 19TH 34+65 RT. 6' 21 10-A-300-6 N. 19TH 32+40 LT. 44' 15. 22 10-A-300-6 N. 19TH 30+60 RT. 3T 15' 23 10-A-300-2 N. 19TH 28+30 RT. 6' - 24 10-A-300-6 N. 19TH 26+00 RT. 39' 15' - 25 10-A-300-6 N. 19TH 23+50 RT. 37' 15' SYMBOLS: 26 10-A-300-6 N. 19TH 21+00 RT. 37' 15' -••- CABLE - DIRECT BURIAL (SEE WIRE DIAGRAMS) 27 10-A-300-6 N. 19TH 18+50 RT. 37' 15' 28 10-A-300-6 N. 19TH 16+00 RT. 3Y 15' ( LUMINAIRE POLE 29 10-A-300-6 W 19TH 13+50 RT. 37' 15' Q POLE NUMBER 30 10-A-300-6 SPRINGHILL 5+57 RT. 41' 15, �S-2 PROJECT N0. LIGHHDPTING IR-9113(001) ELECTRIC SERVICE - 31 10-A-300-5 SPRINGHILL 0+46 LT. 104' 12' INTERCHANGE LIGHTING 40' 250 W HPSV NO FOUNDATION BREAK WAY PULL BOX 32 10-A-300-5 SPRINGHILL 0+26 RT. 74' 12' DIRECT BURIAL POLE ® BOZEMAN NORTH 19TH AVENUE GALLATIN COUNTY SEE BRIDGE PLANS ® 10' RAMP OFFSETS ARE FROM EDGE OF SHOULDER rrD.HonD ,STATE FED. AID SHEET No. PROJ. NO, NO, 8 MONT.HPD-IR 9113(001) B1 STATE OF MONTANA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS BRIDGE PLANS 8c QUANTITIES FEDERAL AID PROJECT NO . IR 90- 6(51 )305 P.E.HDP- IR 9113 (001 ) CONST. BOZEMAN - NORTH 19TH AVENUE INTERCHANGE GALLATIN COUNTY LIST OF DRAWINGS SHEET N0. DWG. N0. TITLE SHEET NO. DWG. NO. TITLE SHEET NO. DWG. NO. TITLE B2 15194 RR- GENERAL LAYOUT ® STA.28+78 B12 15204 190- GENERAL LAYOUT ® STA.35+26.37 B24 152123 5 RR RR/190- DECK JOINT DETAILS RIGHT ONE DETAILS B3 15195 RR- FOOTING PLAN B13 15205 190- FOOTING PLAN B14 15206 190- ABUTMENT NO.1 B25 15217 B4 15196 RR -ABUTMENT N0.1 RR/190- RAIL DETAILS 5 1519 RR -BENT ENT B15 15207 190- BENT NO.2 B26 15218 RR/190- SHOE DETAILS B 7 O.3 B16 15208 190- BENT NO.3 B27 15219 RR/190- SIESMIC DETAILS B 15198 RR -BENT NNO.4 B17 15209 190- BENT NO.4 B28 B4 (Revised 09/21/87) STD. PRESTRESSED CONC. BEAM TYPE IV B7 15199 RR -BENT B18 15210 190- BENTS NO.2,3,&4 BILL OF REINFORCING B29 SL-5(Revised 10/21/89) STANDARD SLAB, RAIL, AND DIAPHRAGM B8 15 RR -ABUTMENT N0.5 B9 15201 RR/190- DETAIL SHEET B19 15211 190- ABUTMENT N0.5 B10 15202 RR- ERECTION PLAN B20 15212 RR\190- BILL OF REINFORCING B11 15203 RR- SLAB DETAILS B21 15213 190- ERECTION PLAN B22 15214 190- SLAB DETAILS m o J ESTIMATED BRIDGE PLAN QUANTITIES uj w LENGTH PRESTRESSED STRUCTURAL EXC. SHORING MONITOR R.R. CLASS "AD" "SPECIAL' REINFORCING STEEL HP 14X73 STEEL HP 14X73 STEEL STRUCTURAL ELASTOMERIC HAND GUARD LOCATION IN CONCRETE BEAMS CU. YDS. AND CRIBS EMBANKMENT CONCRETE DECK CONCRETE LBS� PILES LIN.FT. TEST PILES STEEL BRG. DEVICE RAIL FENCE w a FEET TYPE IV LIN.FT TYPE I TYPE II LUMP SUM LUMP SUM CU. YDS._._____CU. YDS. REGULAR EPDXY FURNISH DRIVE LUMP SUM LUMP SUM T.F.E. (EACH) (LIN. FT.) LIN. FT.) 00 ABUTMENT N0. 1 166.1 -_ i 7046 4980 1462 1406 - 246.5 30615 w + PIER N0. 2 270.3 _- 00 PIER NO_ 3 347.5 247.9 _ 31313 0.55 0.49 N PIER N0. 4 346.4 1.0 1-0 447.1 162.2 - 17334 4980 1721 1665 16 657.3 180.0 C Q ABUTMENT NO. 5 - - - 124580 co SUPERSTRUCTURE 316.5 2480 652.8 16 657.3 N TOTAL 316.5 2480 617.8 346.4 1.0 1.0 1269.8 652.8 138287 134540 3183 3071 0.55 0.49 180.0 ESTIMATED BRIDGE PLAN QUANTITIES LENGTH PRESTRESSED STRUCTURAL EXC. CLASS "AD" "SPECIAL" REINFORCING STEEL HP 14X73 STEEL HP 14X73 STEEL STRUCTURAL ELASTOMERIC HAND GUARD LOCATION IN CONCRETE BEAMS CU. YDS. CONCRETE DECK CONCRETE LBS PILES LIN.FT. TEST PILES STEEL BRG. DEVICE RAIL FENCE w FEET TYPE IV LIN.FT, TYPE I TYPE II CU. YDS. _ CU. YDS. REGULAR EPDXY FURNISH DRIVE LUMP SUM LUMP SUM T.F.E. (EACH) LIN. FT.) LIN. FT. ; p cD ABUTMENT N0. 1 203.6 20235 6477 1896 1824 cv 35136 a r Eil + PIER NO. 2 386.7 262.6 w'n PIER N0. 3 467.4 259.2 .-_ 34637 0.45 0.51 rl) 260.8 34171 m � PIER NO. 4 344.9 20058 6327 1368 1296 194.6 152381 16 679.3 243.0 0v Q ABUTMENT NO. 5 -. 722.4 16 679.3 243.0 a af 0 SUPERSTRUCTURE 329.5 2560 V> TOTAL 329.5 2560 1199.0 1180.8 722.4 144237 165185 3264 3120 0.45 0.51 DRAWING NO. 15194 Q a T2" Pedestrian Roi! Post Spocn rDIV.RNOD STATE EPRO E RA AID SHEET NO. 12" _t_6 5• -- _ 37 Spaces ® 9'-0" 333' 0" _- _ _ -- NOTES- _ - -- 81'-5" 1.0_ Spo.® 9'-0" =_90'-0" ___ - 36'-0 _ _- 10 spa.® 9'-0" = 90'-0' _ -__,1" --__46'-0U" Guard Fence-Yost_s_pacing- _ e MONTANAHR yl t3[�lC U B2 FINISHED-GRADE Finished grade of bridge of centerline f X Abut.No.1 - 2 '23'13" Bent No. - 23'14'18" n roadway is the some as profile shown on Road Plans. 4 � - 24"Rd.Drain Pipe l Bent No.2 - 2�*00'22" Abut.No.S - 2242'28" r e o/ Fill By Others LIVE Standard HS20-44 loading. Toe of Fill Bent No.3 - 2J'3521" "D" Varie of each station // / N ^ due to v tying tangent bearing h ti // ,PECIF/CAXWS: Montana Department of Highways and the / h b ti / / C/ Montana Highway Commission Standard Specifications for Road ^ and Bride Construction, 1987 Edition, and any amendments thereto, and Special Provisions shall govern unless otherwise 1 noted. Design prepared in accordance with A.A.S.H.O. Specifications, 1989 Edition, and any amendments thereto. STRUCTURAL STEEL: All structural steel shall be measured and l yv 4 od Ped strion Rail W� ��r l / ��/�l �/ paid for on the lump sum basis as set forth in the Standard c_ h� Gua d Fen e- -_ / I' Specifications. Estimated weight: A36 =24224 Lbs. ` n/ REINFORCING STEEL: All reinforcing steel shall be of the �a �° ` Z:� rLl P �r - / // ?z,//� / v deformed type and shall meet the requirements of A.S.T.M. E Bridge Barrie - 17' l / /, I i// // / ,y 5' -Bride Barrier m°o End Sto.27+49 � / f B . // / /� - - \ Specification A615, Grade 60 (A.A.S.H.LO. M-31) r / l y End�to.30+85.67 CA5,T IN PLACE CONCRETE: Unless otherwise approved, all ^� / // ti / substructure concrete shall be Class"AD"ond all superstructure Bridge Barrier ?23'08'19.4 concrete shall be Special Deck Concrete (see Special Provisions). Exp.Jtin Slab, al/; End Sto.30+68.4 1 Bridge Barrier / 7 / To FAS 411 'ro End Sfa.27+51.37 Exp. t.Jn S b/ / r y l �/r / l / f Barriers & / For Handrail Spa., - -- STRUCTURE EXCAVATION: See "Special Provisions". Bor r / 1 , Structure Be Sto.29+72.92- /Ped.Rai!- 111 - 19th Ave. /__ Peq,tr Rpi! j -Slob & Barriers / / / C Crossroad �i,( t / J l see Dwg.No.15217 Br / k / h at R.R. rack/// / / / / TRAFFIC CONTROL PLAN AND SE UENC OF Track o 1� Cont.over Interior / f See "Special Provisions'. E N f Roodwoy v m9• / l ) Bents(T pica!) - RR Sta.75540 _-- _ -- --- /Tan;. UTILITIES: For location of utilities, see appropriate Rood Edge of / Edge of Paving Notch Plans sheet. = 9 T //i/ r r it// Sto.30+58.88 Paving Notch �, / / l fir"/ N Sta.27+3709 % / �1�1" 0'/ 72'-2" / f0' _ _ /62'-2" 0 / �r f/ 101'-1" _ L' To Bozeman STEEL H PILES: Steel piles shall be sized as called for on - t - �n,171T -- - /r, 1 - -- these drawins and shall be rolled from ASTM A441-Grade 50 steel. r / / i ( l /r r f I / / 4 9 =2 .1 » '->^ fi Pipe Dr id Plpaci g ----�f � � 'l/ Pipe Drain Spacing see_Dwg.No.15203) -- -- - -- _ p,/ _ ii/�, / Bridge Barrier l TZ End Stq-,�0+56 49_ -- - --O-h I. 00 / •-T Light Pole Mo ntin / a //l i� - Bridge Barrier _ l �1 ;// 0 Sto.28+30(sere De'. l / /� �� Bot.Ext.Girder 0 on Dwg.No.15 6) Bent No.4- N End Sto.27+14.92 co // l of Croshwol/ cN Electric Co/duit fig 'tick, 2:. \I ql Gas line / ��/ / - for Light Pole / // / y / / Elev.4668.54 20.81 _28'- _. relocated V \FBr l / (See Ow .No.15216) Q �f 4 / /[ Rdwy. - b others- / 1 9 96u/ ¢ r/ / B T\ -- 27.0_ 6.OU Y ��`f Va S Deck Slab Edge of e of �� of TrackElev.0 o® 62, 7" Deck Slab o_ N.19th Ave. 4 75'4.5' 12.75' h 1 9 --� Ben/N Yellowstone ;r,';!! 1 r - - - -- 1 � = 4658E 1 / o,? o. T Pipe Linea ` 1'-4 1/2 � 33'-2" 33'-2" 1'-4 1/2" -- L1.50' -Profile Fin.Gr. -Toe of Fill � � / v & Point'f/ Super- �-_�-�'�-� Level , elevatio Rotation t r / PLAN Toe of / (TYP.) +0�06 ft/fft 06 ft ft r Max.Elev.for U.S.West-mil' Scale. 1 =20' f7i I R.R.Track Equip.Access Rd. Toe of Fill-; a.25+4s.of1 - ' y - SECTION A-A U.S.Sprint +0.02 ft ft -0.02 ft ff Level L__. --_ _ _-J Scale: 1" = 10'-0" Brg. VP.I.Sto.29+75.00 P.LSta.32+45.16 �- (TYP) 62'-10" _ PLSto.21+31.36 � S_.12'19'00"W. S.16-48'00"W. From Sta.27+96.08% I 1' arrier Elev.4692.11 - - -- - PrestcConc• -112� ro�o D=0'30^ 7o Sta.31t50.00 I'-6"Barrier-,I 1'-6"Barrier -11 r Beam Type /V 48� ��-� - D=6'oo n V Class of Min.Req'd.Cylinder Strength for 5'-0," 7'-8" 12'-0� 14'-0" 72'-0" ,tT 8" +3• eJI v rn rn Concrete Strength to Achieve a 1.0 Design BRIDGE DECK �Sidewalk� Rdwy.- 7_p^ +++ + Pay Factor (p.s.i.) Purposes (p.s.i.) ==- 900, V.C. N N -_ SUPERELEVATION TRANSITIONS nc structure - AD" - 3400 3000 Guard Fence Berm Varies 6I'1' Pedentrain I " ,-10:1 Slope PROFILE GRADE �' 4 � pecial 4900 4500 No Scale(super shown in ft./ft.) & Ped.Roil Deck Concrete Handrail 2.1 S/poe No Scale HORIZ. ALIGNMENT +varies 7 3/4" Profile Line - -Varies_ Slab No cale Prestressed - -- -- -2'Min. I I Conc.Beam 316'-6" From C_Big.to C Brg.End-Abuts. - - Type /V - Horizontal Chord SECTION C-C 82'-2" 72'-2"____ __ 106'-1" J Dimensions No Scale 56'-1" _- -1- - - r• _ 7 Spaces ® 8'-0"=56'-0" � �Vories - - -�Br 0 Abut.No.S Varies P_..-- -- - CBrg.0 Abut-No.I C Bent No.2 - - Bent No.3 --Bent No.4 9• 62' _ Stc.27+39.74 St a.27+95.83 Sta.28+78.00 Sto.29+50.17 S n.Gr.056.26 Fin.Gr.® C Rdwy. Fin.Gr.®UL Rdwy. -Guard Fence Elev.4.® � Rdwy. TRANSVERSE SECTION B-B Elev.4.® � Rdwy. Elev.4.® � Rdwy. Guard Fence E/ev4685.55 Elev.4686.63 E/ev.4687.73 i Elev.4682.74 I E/ev.4684.00 I � OK( ) (LOOKING AHEAD ON LlNE -Con c.Borrier N -/- - -- - - _ 0 SCAL 11 -Fin.Gr.® � Rd wy. - - --- _ - DEPARTMENT 0 - STATE OF MONTANA E� ENT --- _ - - F TRANSPORTATION Fix = - - DIVISION OF HIGHWAYS y Fix v l� , Ilev.4670.50 Ex Fix Fix Beams- Type IV 14x73 Steel BOZEMAN INTERCHANGE STRUCTURE `-HP Friction Piles _ _ AT NO. 19th AVE STA. 28+78.00 Track' ___ _ FEDERAL AID PROJECT NO.HDP IR 9113 (001) -T GALLATIN COUNTY 1-2TLt.Proe �E/ev.4642.68 Elev.4642.59 Elev.4642.62 24"Rd.Drain Pipe DESIGNED BK 4-29-92 :Crossroad Pro/ile By Others DRAWN CJA 5-29-92 RR - GENERAL LAYOUT �2TRf.Profile CHECKED BK 7-17-92 ELEI/ATION S.T.E.APPR. Scale : ,,.-2,, ex�e., REVISED - DRAWING N0. 15194 Scale: 1 =20' REVISED FLU. ROAD ILUL RAL Aiu Orv. NO.�STATE PROJECT NUMBER ISHEET NO. CE Core No.ST-16 Core No.ST-17 Ft C,pre No.ST-18 IT Core No.ST-20--' e MDHTANAHDP IR 9113(00f) 83 O 4 Sto.27+40 O Ct Stc.28+00 O t Sfo.29+13 ® L Sto.30�70 NOTES L _1 _ SOILS AND FOUNDATION MATERIALS: Borings were taken by Braun O r lntertec Engineering, lnc.ot the points shown on the Footing Plan - — The sampling for the borings was conducted in accordance with Silty cloy, medium plasticity, trace I ' roots, salts & ravel, dark brown, ASTM 01586, "Penetration Test and Split-Barrel Sampling of Silty cloy, medium plasticity, trace 9 Soils". Silty clay, medium plasticity, trace Elev.4646.8 roots, yellowish brown, rather dry, hard-, -Elev.4647.5 I Elev.4647.7 moist„ stiff to very stif/. - -E/ev.4647.1 roots, yellowish brown, moist, hard- /. Sandy gravel, fine to coarse grained, The numbers shown on the right side of each boring log Clayey silt, slightly plastic, trace of Silty cloy, medium plasticity, trace trace cloy, dark yellowish brown, indicates the number of blows per the last 12'of penetration sand & ravel, yellowish brown, 31 roofs, brown, wet, rather stilt - 10 20 45.3 9 y 4601 13 moist, very dense --- 44.1 ', 13 of the standard 2 inch O.D.split-barrel sampler using a 11 rather dry, rather stiff- 42 -10 44.7 140 pound hammer falling 30 inches driving the sampler tube Clayey silt, slightly plastic, Croce roots,— 24 43 Sandy grovel, fine to coarse grained, 24/45 20/4J G.W.Elev.40.0 P 9 9 P 48 Sandy gravel, fine to coarse grained, � / o little clay, some cobbles, brown to e Clayey sandy grovel, low plasticity, 41.1; Jan.24,'91 a total penetration of 1.5 feet below the tip of the hollow yellowish brown, slightly moist, rather42,3 4' trace to 0 6tt/e clay, dark brown „�• 64 y' 24/43 stiff -74 G.W.Elev.35.7 G.W.Elev.35.3 yellowish brown, wet, very dense 50 GW.Elev.39.9 fine to coarse grained, yellowish 61 _ stem auger. slightly moist, dense to very dense 36.5' 43 Jon.23,'9.1 si` _. Jon.23,'91 brown, wet to woterbearing, dense 46 46 Jon.22.'91 - — Slightly moist below T Sandy grovel, fine to coarse grained, 60 = _ -34/50 - 9 Y -50 for 6" to very dense-- -- -6B The State of Montano, Department of Transportation, does not trace clay, dark brown, rather dry to 50 Clayey sand ravel, low lasticit, Waterbearingelow 12' 322 '' -48 J1.6 assume any responsibility for any variation or misinterpretation YY Y 9 plasticity,-- —61 9 86 slightly moist, dense to very dense 31,9, fine to coarse grained, dark brown, 32.0] j of the classes of materials, and adjustment in bid prices will woterbearing, very dense not be made if the materials found do not agree with those LOG OF BORINGS shown in the Log of Borings. Scale: 1'=10' Borings (Vertical Scale) 15'-4 i6" 1"=20' Stationing (Horiz.Scole) 18'-8 10" � J 7'-2 1/4" 1'-6"1 ,�O I T� For Pile Splice Detail See Dwg. No. 15201 f *Abut.No.1 - 24'23'13" Bent No.4 - 23'14'18" r M O �O Bent No.2 - 24'00'22" Abut.No.5 - 22'42'28" 7^� �.' Q,c �, -HP14x73 Steel /y Bent No.3 - 23'35'2I" "0" Varies of each station M�o; c° Friction Piles 1 ) due to varying tangent bearing • ° 82'-2" _ 72'-2" 106'-1" Ay ° -- NOTE: o' o For Pile Splice details, �t L' �� v h Q see Dwg.No.15201. i H Ay y O" Core No.SF-18 �ry r Ae) vv CO Hz N \�J \V/ + �! �/ 2 '08'19.4" \3 '� ..✓ \\OEM �\� o Ay �Q �� " " r pi O r o p'J- Structure / I >. ^� HP14x73 Steel �� h 0/ " " ti/ �`i a o ! Ay7)" /y 'r Friction Piles M O% M o �I o r O r / e O r " - .- ` " ��� of C Structure-, Core No. " w ST-20 M !*/ Q) oT � � � ryl, b. f- N.19th Ave. (/ " /" - •\; a j.. a . _ Roadway /y \ cb Sta.29+72.92 " " O C Crossroad _ at C R.R.Track 1 f z z Core No.ST-16 i Core No.ST-17 -'=.75'\Ory/ .74'`0 y; RR Sto.7554+80 j 7'-2 2" 65 36 47", / 1/ j or % % SoNo4 1 �� _i5'-3 13116 a ABUTMENT NO.5 i F ,l.ee " Se Scale. 1/8„=1_0„ Sr7 'Vo e9 15'-9 311_6" �96olNo ®� Po'9S J ®�Rti Bop ®7p�p®g6UfN Pd�y �4 wy wy �dwys26 as STATE OF MONTANA ABUTMENT NO. 1 FOOTING PLAN DEPARTMENT OF TRANSPORTATION Scale: 1/8"=P-0" Scale: 1 =2u' �rt !' DIVISION OF HIGHWAYS ( 'f BOZEMAN INTERCHANGE STRUCTURE AT NO. 19th AVE STA. 28+78.00 FEDERAL AID PROJECT NO.HDP IR 9113 (001) ODESIGNED WJH 5-29-92 GALLATIN COUNTY DRAWN CJA 5-29-92 RR — FOOTING PLAN CHECKED BK 7-17-92 S.T.L.APPR. Scale 1"=20', except as noted REVISED REVISED DRAWING N0. 15195 FED. ROAD STATE FEDERAL AID SHEET NO. DIV. NO. PROJECT NUMBER _ --- - 8 MONTANA HDP IR 9119(001) 84 68'-8 1/2" -- - q Structure 34'-4 1/4" q• - - -- - 34'-4 7/4" - -- - -- i ®CI 1� - East Wing Wall- 1� 3� oad�o k�9.�6a2. See Dwg. No.15201� 2 / \ Elev.=4681.25 vS�a 2��q% \ ,A �Tr V A 65'36'47" 112 West Wing Wall \QeaK e �kS�IJGtJEe (SeeGuard Detail this Sht.) vh . -Elev.= 683.78 , l o \`rV. See Dwg. No.15201 \ L2 7/2x2 1/2x3/8 ���"\ ��1/2"'Dio. Air Release / ° --- 3'-6 13/16"- -------- ----- - --- ---9 1'u'- \, f' Holes ® 12"ctrs. ---- Elev.=4681.61 -- z --------------------------\- \ �Elev.=4683.96 \o, \rn, 0 3 o, Elev.=4680.50 > r \\o' � N \ L2 1/2"x2 1/2"x3/8"- � -Drill 5/16" Dio. holes o [EIev.--4682.85\'\' ® 2'-0" ctrs. for lev.=4676.34 rElev.=4676.67 -Elev.=4677.00 Elev.=4677.31 Elev.=4677.61 Elev.=4677.90\ x 63'-7" (Abut.No.1) a } bolting to forms lElev.=4676.00 m iE i � � I i � � � �'< x 62'-9" (Abut.No.S) f� ------- --- - \ NOTE: \�65'3 8" --- --- -- ----------- _-- -- \ 1/4✓1 1/2 --� Recess angle 1 8"below ------------ ------- - -- - Elev.=4678.17 l� n Elev.=4682.71 c / NOTE: \ 9 / 70 of Wall _o_..o_ _ _->/ g g Y " T finished rode & hold in � w cr, accurate position while wi P o ��- - _ _ __ - �8r Guard angle may be pouring concrete. -°-° - -- - - o o ^{ ^ furnished in two pieces, 11L P 9 r�� o o o �o ° o o° 7 \ 65'3 "/ l with end anchors 6" o w -Co. max. from each end. 1, L` �g 9 65°52'34" \ i Field weld angles together. 2" 2"x5/16"x9" Anchor bars n, I- �1 ® 1' 0" alternate ctrs. --- -- --- -- --- -- ----- per End Bent) �, -- -i�--�------ � 1'-3 1/2 � � `� \\ (62 Req'd. e Footing line T T \ \1G3 \• GUARD ANGLE DETAIL 9 \ \ \ 1G6YP) \•, 1G \ 1G4 1 1/2"39 Swedge anchor-- \ 1G2 1G1� \\ 1 1G8 1G7 -4 5/16 bolts set 1'-3 into conc. I �I� A,. " Scale 3"=1'-0" --- ti�� 3'-10 5/16" 8'-8 5/8" 8'-8 5/8"-- 8'-8 5/8" 8'-8 5/8" 8'-8 5/8" 1 -8'-8 - -. 5- --- 3'I 9 13/16�+ \ \\ 33'-10 11/16" 33'-10 11/16" --- - -- --- - - - - - -- T -- Seismic Shear Connections -- See Dwg. No. 15219 CtBrg. PLAN 1'-2" 2'-1" -See Exp. Jt. Details 66-BW7E-#8 Bars (0 12" FF of bockwall 6„ Elev.=4683.96 Guard Angle-see - r II y G _ _ _ _ -- - - - aI i shee 521e line) 1 3' Dwg. No 1 BW1 ' 67-BW4E-#8 Bars ® 12" FF of bockwall and 67--13W3E-#6 ® 12" NF of bockwall. _ _- v. 46 2 -�, /� Ele Constr. Jt -- - - 67-BW6E-' 4 U-Bars ® 12" in bockwall to match BV14E and BW3E Bars 1 --- � - - -- Y BW7E #8 ® 12" 66-BW5-#4 Hoops ® 12" in paving notch. 9(total)-BW2-#5 (2 per line) Embed 3' into bearing seat 1 / Elev.=4681.25-, �Elev.=4681.61 Structure ^ _ BW6E-#4 U-Bars ® 12" �-- 2-BW 1 E-#5 (2 per line) � i ^ BW2-9#5 s a. as shown. Elev.=4680.50 - Seismic Shear Connections --—- 1 - -� -� �� I (2 per line 1 )` See Dwg. No. 15219 ---——-- - —--— ° 9 9 Slope +_036f' _ \ BW5-#4 HOOPS ® 12" N I BW3E #6 ® 12" - - - ----_- i-- ----_----- _ _ 'J -- 51-14 5 spa. as shown t Jt / 4S ar —— ons r. x he Y -r W 2" Key _ -(B 3 e#I mU) ®12 - _--__-__=_-�`-- ------c --- - � __ S 5 Bars ----- - -----_--- \ BW4E-#8 ® 12" - - -� --- -BS2-#7 ® 12" \ - ------- --- ——--- _- _-_ __ I - - - >° PC5 #6 6' 9" 4 n — _ _ _- ---- Bock pile Z..Cfr. T - I PC1 #6 ® 12" _ r (YP) - —z- � � row only. o __-- -- - _� ---- �' �I IrI -PC2 #6 ® 6„ ---- -- - ---- -1— I o� - co —— _ � '- - N1 E - 2-1"Dio. holes-- t . I i-� i_i-�T -� r-� r _i --�=�_: : '� i-, �-1 � lev. 4670.50 - - I PC3 2#6 ® 16"' fir- ,- _a - - -- - -- -- n back row �+ Between each pile a 1� - I - ��t J � pile webs for PC4-2#7 Bundled i i c + I tj PC5 bars. I T-11 2'-7" each side of each pile. ��' I 0.112'-0"� L�A PC5-#6 - 14(totol)cL -BS1-#5 (2 Per line) 10'-6" 134(totaQ i 2-PC4-#7 48(tot al)-PC1(2 per line) I --f I-) 16 groups of 2 piles Back pile Bundled each #6 Fan the bars to provide �2-HP 14x73 Steel PC2-#6 e 13'-0" row only. equal spacings along the � � Friction Piles (Typ.) side of piles. 15 spa. ® 4'-0" = 60'-0" _ __se__ - beam at face. SECTION A 2-PC3-#6 Between each pile and-as-shown. - -65-BS2-#7 ® 12" NF of beam seat and 65-BS3-#5 U-Bars ® 12" to math the BS2 Bors.64'_D" _ __ __� STATE OF M 0 N T A N A DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS ELEVATION (Looking back on line) NOTES BOZEMAN INTERCHANGE STRUCTURE 1. Max. Pile Pressure: (D+E+EQ)=56.5 ton BEARING =10.7 ton UPLIFT AT NO. 19th AVE STA. 28+78.00 2. Estimated Pile Lengths = 38'-0", (10-0" minimum into outwash gravel) FEDERAL AID PROJECT NO.HDP IR 9113 (001) 3. Estimated Pile Tip Elevation = 4632.000 GALLATIN COUNTY DESIGNED WJH 1-10-92 — 4. Bill of Reinforcing - See Sheet 1320 DRAWN WJH 2-10-92 Dwg No.15212 CHECKED BK 7—n-92 RR — ABUTMENT NO.1 5. For Footing Plan, See Dwg. No.15195. S.T.L.APRR. REVISED DRAWING NO. 15196 6. For Wing wall Details, See Dwg. No.15201 REVISED FED. RDADISTATE rEDERAL AID SHEET NO. OIV. NO. PROJECT NUMBER e MONTANAHDP IR 9113(001) B5 68'-6" - --- - - structure & Column 34'-J" BILL OF REINFORCING STEEL—RR BENT NO.2 / / - / - -- TO Jc�J1e od�Ol Roadway °o S Bent 7+95.83~ - - - ! / \ B U Piz`J —m B C 3'-3 9 16' 8'-8 8" 8'-8 5 8' 8'-8 5 8" 8'-8 8" _ 8'-8 5 8" 8'-8 5/8' 8'-8 5'8" p'-2 3 16" B - _ f� A�A A�A L A A a (C) 3 >. 6 1/4' - 1'-2 11/16"(Typ.) - --_I - 3'-1 7/1s" TYPE 1 TYPE 2 TYPE 3 TYPE 3s TYPE 4 TYPE 5 2G8 2G1 2G2 2G3 2G4 2G5 2G6 26' Top of Conc.' --- To of Conc. To of Conc.\' To of Conc. To of on \ To of Conc. To of Conc. Elev=4677.82- STRAIGHT BARS BENT BARS All dims. are out to out P P I P R C P P � Brg. IZE Efev=4679.50 Elev=4679.26 ` EIev=4679.03 ` EIev=4678.8 EIev=4678.57 ` Elev=4678.3J EIev=4678.08 MA ___ NO LENGTH MARK SIZE N0. TYPE LENGTH A B C D 66°12'0 " EIev=4679.43 EIev=4679.22 Elev=4678.99 Ele✓ 46 8.76'� Elev=4678.52 Elev=4678.28 Efev=4678 03,' /� F1 8 210 13-6 C2 1 4 3 3s 1835-9 4-2 0-3 34-3, - ' F2 5 _ 13-6 - - c ��- r/2,-0 1 16' ---- -1----,i ---- T3 - 5 ';16 4 19-6 2-9.4_0,0-5 -- - C L - - T2 4 16 1 11 10 1-6 4-0 CO ---- - - Y- -- - - - - - -- - - - - - - - 6'_0 ,, ` � -\ - - Ci 9 _90- _34-3 B9 4 52 4 '9-0 2-0 5-0 Edge Of 1_ 810- 4U-Bors-- B10 -4 42 2 10-10 -1-8 5-6 0-60-6 Deck slob - Above - \ t B2&B3-#9 # B11 4 148 1 121-6 5-8 4-8 0-5 1G1 �G6" �" 1G3 1G set 1/3�"mto �oncrete5 T Pl 1G81 / + / _ 11 5 1 1 1 2'" Swede anchor bolts 2 To of Conc Edge or T1 5 24 17-0 B12T4 2 120-6 5-2 4 8 0-5 2°52'34" 3'-1 9 16" ` T l ( 1' Deck slob B9-#4U-Bars _ - - -- -- - ; f ) �1 " 1G7 Elev-4677.76I / 1 -i ___ 4 2 - 1 19-6 4-8 4 8 0-5 8'-8 5 8" 8'-8 5 8 p # ' i - - - (YP (YP•) (YP•) 1 G6 Sy - -- - - --- ---� _ � i �• 6 1 76' B4&B6- 5 B14 1 4 2 jq18-6 -+4-2 4-8 0-5 2 1/ 8' -- 5/8'" 8'-8 5/8 8 8 5/8 _ 8 8 5/8 / 8'-8 5/8'-_ - 3'-3 1/2" B1 9 11 57 2 B15 4 4 7 6 3 8 4 8 0-5 -- -- - -- - # # p 2" clr B3 9 11 28-4 40-0 B17 4 9 5 4366 3-0 4-6 0-5+ B 1 1- 4 Hoops typ B 5 8 _ B- 8 --- 4& - 0-5, PLAN B1-#9 BS 5 4 _30-6 _B_19 4 '6 5 3-7 2-1 1-6 1-11 SECTIONB_B B7 - - -.. - -- 1-s i-rt A 66 5 4 35-4 B20 4 3 5 2-9 1-3 - 4 18 _9-6 I - T 89- fiends # B9- 4U-Bars ® 18' 88-+4 13 7-4 CB3 '5 4- 4 14-0 5-8• # 7-B10- 4 U Bars 0 18" 2-8 (YP• P )- # CBI 5 16 2-8 12-B70-#4 U Bars ® 18" across top of beam 11-B2-#9 w/ 11-B3-#9 6'-0' -- 1'-3" Center between col's (stagger lops) CB2 5 -2 f 5-10 4-B8-#4 B7-#4 -2�84-#5 w/ B - - - — J per seat as shown 2^B6-#5 3-B18-#4- T �n T-n -T= �n 3-B20- Ln - -_ - -fi- 3-B 19-#4 fi I - - � —_r -�� T-J "1 1 -- - - - - - - --- - 1I I I I I I _ t Ea. end — �ITL� I]��� -- 1-I� � � 1 - - --- - t :4, 0 3 w E N --- --- - -- I ��- -- n TI Horiz. 0 3- 18-;�#44 Bot.of bm. ! - -B15-#4 i 1 3�r --T2 Hoops Hoops I ;,,;r B ��.�. #3 ® 12„ 11-B1-#g 2-B4 #5 w/ o 2-B5-#5 = B16,B17- 4'-8 1/2" 2'-0" 2'-0 4'-6" Dia. - - YP #4 hoops =B 12,13,14 N _ _ _ -- _ ` 3" Clr. T 71 }�-{ #4 hoops 1,-0., "Clr. 4'-6" (RR BRIDGE) 3 spa. 2 spa. 2 spa. 4 spa. _ 11 CI '4'-0" (RR BRIDGE)? B11 I'-0 ®1'-6 ®2'-0 01-0 '1}$i 30r#9 #4 hoops y-J'-I"+ SECTION C—C 3 spa.' S spa.®10', `3 spa.®6" 3 spa.®6" Scale: 112 =1'-0 ® �\.._ . . v' C2 �r -CB3 4 spa.®6"; 5 1/4" B11- 4 hoops N 1 2-#5 U-BAR # P. _ #4 Spirals 10'-2 1 2 # CB2 10'-2 1/2' 2'_3 Center between col's / •• Pitch=3" 1 - CBI-8� 5 2" CLR 2"CLR - 1-#5 v --CB2 � 1 � _ #5 Tie (2'-0" x 4'-6") \•� 1-#5 7 7'-3 7/2" 6"+ --+ C93 F FA - �- 2-#5 8-T2-#4 - - U-RAR 4'-6" Dia.- 7 1/2'- '- 6'-5 1/2" -{ 7 7/2" VIEW E—E VIEW F—F (TYP.) y m Shear Keys C T'-#5 t ;;-#5 E.w. - E STATE OF MONTANA (Typ x-&B) 1 N "" W DEPARTMENT OF TRANSPORTATION T2-#4 Sp°=I2 r' DIVISION OF HIGHWAYS ° -T3-#5 U-BARS e F7 v Embed=72 4 35-#8 E.W. _ BOZEMAN INTERCHANGE STRUCTURE ti 4642.68 -1 sp°.= 12" — ——— - 'T" T"'T _`" -- t AT NO. 1 9th AVE STA. 28+78.00 AZ� nu 14'-0" FEDERAL AID PROJECT NO.HDP IR 9113 (001) 0"0"14' . - 14'- 4-0 - - C� - 1 ' "- - -- -I GALLATIN COUNTY SECTION A-A DESIGNED F.r. 1-10-92 - _2_l'-9 1/2"' _ __ __ 21'-9 1/2" A NOTE: DRAWN F.r. 2-10-92 Column Column Column Maximum footing pressure: CHECKED BK 7_17-92 RR BENT NO. 2 ELEVATION DL.+ E + EO.= 4.72 tsf S.T.L.APFR. REVISED Ahead on line REVISED I DRAWING NO. 15197 FEU. ROAD "ATF FEDERAL AID 'SHEET NO. Dfv. NO. PROJECI NUMBER 68'-3 1/2" e _oNTaNa HDP IR 9113(001)�B6 - _ 34'-1 3/4" Structure & Column 34'-i 3/4"'- -_ BILL OF REINFORCING STEEL-RR BENT NO.3 —� - - 8'-8 5 8'" 8'-8 5 8" 8'-8 5 8' Jc8'-8 Dd8" 8'-8 5 8" 8'-8 5 8" 8'-8 5 8' B A A Le 3'-2 5/16" Stt t�l pa-v+0y CR$fa.w28+®8.00ent BPIRAL A] 3 6 9/ 6 7 TYPE 1 TYPE 2 TYPE 3 TYPE 3s TYPE 4 TYPE 5 3G2 3G3 3G4 \3G5 3G6 3G7 Top of Conc.3G8 Top of Conc, Top of Conc. Top of Conc.' Top of onc. Top of Conc.` Top of Conc. Elev.=4679.46 :-1 7/1 ^ STRAIGHT BARS BENT BARS All dims. are out to out Elev.=4680.98 flev.=4680.77 Elev.=4680.55 Elev.=4680.33 _Elev.=4680.11 Elev.=4679.9G _Elev.=4679.68 MARK I SIZE' NO. iLENGTH MARK SIZE NO. 'TYPE LENGTH A B C D + - 0-3I36-0 \Elev.-4680.95` �Elev.=4680.73_ Elev.-4680.51i Elev., 4680.30 Elev.=4680.08 Elev.=4679.86 _Elev.=4679.64 F1 �8 _ 210+ 13-6 C2 4 3 3s 1927-8 4 2 F2 _ 5 166 13-_6 724 �16� 1 11-1D 6'--_ 0-5-- 4 9-6 2-9 4 0 T3 5 i6 _ 5 Cn Edge Of - - - - Br . C 1 9 90 36 0 89 '4—52 1 4 9 0 2 0 5 0 Deck slab � B10 '4 �42�2 +`10 10 1 8 5 6 0 6'0 6 Above ` T l 1'-2 11 16" 1 1 2 Swede anchor bolts 1 j2 Top of Conc.- _ 1 B11_j 4 48 t 1 �21-6 5 8 4 8 0-51 (YP J 2G7 - -1 _-- 4 8 0-5G1 66°12'09" 2G2 11 5 16 2G3 J 2G4 2G5 �, 2G8 Edge of- T1 5 24 17-0 B12 4 2 1 20-6 5-2,r 3' 6' / / "� 9 � � Elev.-4679.42 ' f471 1 7/1�6 ! (TYP) (TYp•) set 1 31nto concrete (7yp.)- `�yp� B1 9 11 57-0 B15 t4 t2 --17-6 3-8 4 8 0-52G6 Bci/16" B14 4 2 1 �18 6 4 2 -514-0 3/4'1 8'-8 5/8" 8'-8 5/8" - 8'-8 5/8" - 8'-8 5/8" _ 8'-8 5/8" ! 8'-8 5/8' 8'-8 5/8' _t-3•-2 3/8" -- - - -- - - B3 9 1 1 y 28-2 B 17 :4 2 1 31 6 1-8 4 0-5 -{- 62 9 i t 44-10 B16 4 2 1 15-6 2-8 4 8 0-5 - PLAN B4 5 8 39-70 B18 4 9 5 14-6 3-0 1-6 1-1 B5 5 4 30-4 B19 4 �6 5 3-7 2-1 1-6 1-1' B6 5 44 3572 820 4 3 5 2-9 (T p.cop ) A 87 -4- �18 9 fi (Typ�ap ends),; B(Jwg.15197 - #_U Bars ® 18" B9-#4U-Bars ® 18'---\ 88 4 3 7-2 - 7 B10- 4 1'-3 1 4' ® top of beam �11^•B2-#9 w; 11•�•B3-#9 � 6'-0'� -� � _ CB3 _ '4 4 14-0 S-8 2-8 1 _ 11-_810_-#4 U Bars ® 18" (stagger lops) o C81 5 16 2-8 °1 4 68-#4 Center between cot's _ 67-#4 i-2-84-#5 w/ E(Dw4 .s,g,"IE CB2 5 2 5-10 4 per seat as shown 2-B6- 5 - a.I - - 3-B20-#4-- - - - - 3-618-#4-- - I a' -- 3~B _ f 1 Ed end#4�} 3 t wE 3 -63B8-# 4673.42 3a. en Bot.of bm. 815-#4 - - — -I - - - -- hoops -2-84-#5 w/ 2-B5-#5 -- r 6" - �B16,B17 i I #4 hoops 4'-7 1/4' 2'-0 2'-0 4'-6" Did. P spa. - I - 1 14' 3 spa. 2 a. 2 spa. 4 spa. , B B11' -l+ �. �r 4 hoops ®1'-0" ®1'-6" ®2'-0" ®1'-0'~' 1 � C1 _ 4 hoo 3 spa.®6" 3 spa.®6"' B,f).g.15197) to 30-J9 3 spo.I 5 spa.® s10I1 _ B11-#4 hoops - `N'. Center between cot's 10'-1 1/4" 4 spo.06 5 1/4"_ -- C2-Sp rats CLColu n it 10'-1 1/4" 2•_3^ �� Pitch=3" Tie (2'-0" x 4'-6") 17'-3 1/2" 1� h' 8-T2-#4- 7 1/2'= 6'-5-112" 7 1/2„ 4'-6" Dia.- �r T7-#5411 "' -- F2 °a Shear Keys - STATE OF MONTANA 2"x6"x6 - - 0 1 1-#5 E.W. - N w (Typ. T.&B.) DEPARTMENT OF TRANSPORTATION FEI= I it _. N - - O 1 72-#4 Spa. 12= DIVISION OF HIGHWAYS io T3-#5 U-BARS F1 Embed=12 35-#8 E.W. + BOZEMAN INTERCHANGE STRUCTURE Spa.=12" ........... r , •• �-•• T- - AT NO. 19th AVE STA. 28+78.00 so 4b4;'50 1 - 1 AA 1a'-o" -o 1a -° 14'-0" FEDERAL AID PROJECT NO.HDP IR 9113 (001) - . � - I - -� -- - - A - SECTION A-A DESIGNED EF 1-10-92 GALLATIN COUNTY - C( 9 '_,y71 COLUMN DRAWN 21'-9 1/2" 21'-9 1/2" NOTE: EF 2-10-9 RR - BENT NO.3 �- -- - Maximum footing pressure: CHECKED BK 7-17-9 ,COLUMN ELEVATION REVISED D+E+EO = 4.64 ts( I_APPR. �GOLUMN Scale /4'" l' REV Ahead on line REVISED DRAWING NO. 15198 CEO. ROAD S' 1l UERAL AID SHEET NO ArE _DIV. N0. PROJECT NUMBER _--- _ - - -- 68-1 1/4"-- -- -- - NOTE B MONTANA HDP IR 9113(001) B7 Suggested Sequence o/ - - 34'-0 5/8" Structure & Column 34'-0 5/8" - Construction For Bent No.4 O -{� - - - - - --- - - 1. Place footing. BILL OF REINFORCING STEEL—RR BENT N0.4 3'-] 5/16"' _ 8_'-8_5/8" µ 8'-8 5/8" 8'-8 5/8" 8'-8 15/8" 8'-8 5/8" `1 8'-8 5/8" 8'-8 5/8" 3 Place concrete-columns. 2. - Attach small com ressoble form spaces, B U rB a _ - 3'-1 1 9/16' P P \Ea°tu 0ad� y Ok oadway, Sta.27+50.17 s-�1 1/2"¢Swedge anchor bolts to face of columns for maintaining 8 -ISP11Um B C CAS Ct ® � Bent set 1'-3'into concrete (Typ,) the 3 inch void around the columns. C A A f A A F A (C m a�3'-6 7/16' 4G6 4. Place void forms around the columns.3. j�r- - 0 AI O A 112. \ i To of Conc. - {-3'-1 7/16" 5. Erect the crash wall forms and B �= I \_ v" ,�� '- '. 4G7 p - 1 tyP� Elev.=4680.57- place the rebor. TYPE 1 TYPE 2 TYPE 3 TYPE 3s TYPE 4 TYPE 5 TYPE 6 4G2 4G3 4G4 •4G5 / 4G8 Edge of 6. Place the crashwall concrete. Top of Conc.\ Top of Conc.\\ Top of Conc. Top of Conc.'' Top of Conc.', r Top of Conc. Deck slab 7. Form and place the bent cop. STRAIGHT BARS BENT BARS All dims. are out to out EElev.= 681.9 Elev.=4681.80 Elev.=4681.60 Elev.=4681.39 ' Elev.=4681 19 , Elev.=4680.98` Elev.=4680.78 k` 0 8. Seal the top of the void around MARK SIZEI N0.,LENGTH MARK SIZE N0. TYPE LENGTH A B C D \ Elev.=4681.96� Elev.=4681.77 Elev.=4681.57 Elev.=4681.36. Elev.=4681.16- \Elev. Elev.=4680 75` , +Of Brg. the columns. 6T02'02 V _ � „ _ F1 _�8 -210 13-6 _C2 -� 4 3 3s I1984-10 4-2 0 3• 7-1' - F2 5 66 13-6 � - Edge Of- Deck Slob � - - - - -- (TYP) � � r � \ Cl !9 90 37-1 B9 '4 52 4 9-0 2-0 5-0 Above \ \ 11 15/16"11 _ - - 810 6 42 2 10-10 1-8 5-6 0-610-6 3G1 3G2 ! 3G3 3G4 3G5 635'18" -11 5/16" i� 2 3G81 - -- 3'-6" q1 1/2'OSwedge anchor bolts 3 t Top of Conc B11 4 48 1 21-6 55 8 4-8'0-5 3'-1 7/16" -� - T - (Typ') set 1'-3'into concrete T \ . 3G7 Elev.=4680.54 I B1 9 11 56-9 B12 4 2 1 20-6 i5-2'4-8 0-5 (YP•) (YP)- 3G6 `tyP• 6 1/16" B2 9 11 44-7 B1342 1 19-6 4-8 4-8 0-5 - _ -- - 3'-if 9/i6 - -- 8'-8 5/8 - 8'-8 5 8"- 8'-8 5/8" 8'-8 5/8" 8'-8 5/8" I 8'-8 5r8" - 8'-8 5/8" B3 9 11 27-1 B14 4 2 1 18-6 4-2 4-8 0-5 -�--3'-1 5/16" B4 5__�8 39-7 B15 14 4 1 17-6 3-8 4-8 0-5 BS 5 4 30-1 B16 4 2 1 15-6 2-8 4__8 0-5 PLAN B6 t5 .4 34-1 B17 4 2 1 13-6 1-8 4-8 0-5, B7 4 18 9-6 B18 t4 9 5 4-6 3-0 1-6 1-1I - 4� B(Dwg.15197; B8 4 3 7-2 819 4 -6 5 3-7 2-1-1-6 1-1i - - B20 4 3 i 5 2-9 1-3 1-6 f 1-1'- 3-89-#4 CB1 5 16 2-8 --- # 18" at beam -Bars ® 18" - CB2 5 2 - (Typ.cap ends) l at beam top -11-B2-j/9 w/ 11-B3-#9 - - - -- r 11--B10-#4 U Bars ® 18" (stagger lops) e C83 f 5 4 4 14-0 5-8 2-8 10- 4 U Bars - --- / E (D,g 1519,,E - 6• 0 --] 4�B8- 4 Center between col's 87 per 2-84- 5 w " D1 7 148~ 7-0 3 per seat os shown 2 86-j/5 '1 -_I --- - Ed .end# Ty I I I I I I - 3-B2o-N4 - —— CW2 '- — - - - s 3�B18-�/4 �I� l � � — -- 5 44 52-0 CW3 4 70 6 6-2 5-8 _- } 3�e19- a, I I I I I I � t cw5 4 6 17-s 7 180 21-2 CW4 4 70 4 9-2 -0 5-2 III_ _ mdII�fI� - - � �� � _ _ _ -}- } - + 3-818 5 ---- -----7 - --- n,I W 4674,54 v a. end I+H _— - -- ovv� '�3„ U - B15- 4 hoop — -- - -- - -- -�- - I o � :1 i-B12,13,14 11-B1-J/9J 1 2"clr tv B —6" Bo]o6,B17- 4 4 hoops B11�® s ��2 s a. 4 s a. — 2-B4-#5 w 4 6 2 0 Cl 30r#9 �' 2-B5-#5 / // e - � I 4 hoo s spa.' ®1 p6 ®2'pp.,�®1'PO"'_ P --- # pa. P p 6 hoops bet een col's Did. (typ.) 4 10'-p B,.I '2,_0, 0 cola Dio.J- _ 4668.54 _ spa. �" 12-CW4- 4U-Bars ® 18" 18.. '"r F column 2" clr D" b T.0.wall - -f 3 So fl a7pa.®s" I I i�Ffr"l Till II II II C2 - IIII nnIIlI iIIIIIl iIIiII �iIIniIIiIiIII II n 5 Spirals LL lll Prtch=3" CW5- 4 Between Cots. Keys TIT IT FT TMI - � E LA\vS TOMERIC2x6x6 18" C), T & B) JOINT SEALER each endI � ( . I II CONC. I—a COL.® _ . - 0 II -CW3-D4 Ties ~.See w9 15200 FILLERCW1- 5 ® 12"E.F. "I I o^Ifor detail. TA I I CONC.-tI+ + � i , / o a CW2-#7-20 spo.®6" CW2-9 spa.®12" CW2-14 II -HI -t i� l spoII.®6" iIiI iiIiiI iIiiI I 6-6" WALL DO CW2 ® ends 5--0" DIa.w/ match ---- Cw1-#5 ® 12"E.F. ii ii ,Q, 9 Walt �II �-f. 9" Wall ti 3" Void- 3" Void II II II II . II II II I E - � II I --4" weep hole E.F. ;�,i�;, �i l I�� 2.n ® ¢ of columns.Dowels—#7 STATE OF MONTANAo II Gravel pocket around II II „ „ weep hales DEPARTMENT OF TRANSPORTATION 1 1 CW3�#4 tiesr5 s a.03'-5" I II II II 1 F2 1 I II II II 11-#5 EWI u n _ DIVISION OF HIGHWAYS IIIIIIIIIIIIIIIillll � Ililllllllill � �fi° D1- 7 Dwls. I II II II I III I mash F. — -- — I BOZEMAN INTERCHANGE STRUCTURE 4642 62 1 Embed=2'-10' P y 3"Clr. AT N0. 19th AVE STA. 28+78.00 II IIIII - Slice=4'-2" .— / r A 14'-0" / 14-0 FEDERAL AID PROJECT NO.HDP IR 9113 (001) 14'-0' -- - - 14'-0" Fl - --- - - 35-yaE.w. GALLATIN COUNTY 4 74 1/2"' _ 21'-9 1/2" - 21'-9 1 2" _4'-4 1 2" SECTION A-A DESIGNED EF i-10-92 _ Column T Column Column NOTE: DRAWN EF 2-10-92 52'-4" Maximum footing pressure: CHECKED BK 7_17-92 RR - BENT NO.4 - -� DL. + E + E0. = 6.43 tsf S. LAPPR. ELEVATION L Ahead on line REVISED Scne /4"=i'-0 e,rcept as noted REVISED DRAWING NO. 15199 ROAD FEDERAL AID Top Of Wall DIV. NO. STATE pR0lECT NUMBER SHEET N0, A EI pv.=4688.60 FED. 67-10 1/16" _ Face of concrete B MONTANAHDP IR 9113(001) 88 I t Structure � 2 BTg• 1�' 1•A v e ®� #8 Bar /-East Wing Wall ct�T 56 g1 - \ See Dwg. No. 5t(0 30k Q6 West Wing Wall - 1 4 Vertical s - -All 9 Stack �1 RO Jd�oy Roadway See Dwg. No. 15201\� tCr 4 A/2' \ \0e l3'-6 1�" , \�� ' #4 Bar \ -------------- --- t�, Horizontal a \ \ g\ \ r -Guard Angle (See Top of Wall ° �.,3� -- - Dwg.j o.15 96) / t'�t l ,V To v f Wall \l i? co #5 tie bars c ° Elev.=4688.49 z ----------- -------------------- y I L2 1 2x2 1 2x3 8 To . 4687.20'Lr Pv Elev.=4682.74 Elev.=4682.55 Elev.=4682.37 Efev.=4682.18 Elev.=4682.00 Elev.=4681.81 Efev.=468\2 0, o I Top of wan- Top of Wall \ \ Elev.=4687.74 �\ Efev.=4687.12 Extend #5 tie- \rElev.=4686.0a 'v to splice lice i thidenticalYo 672' o site Efev.=4681.43 �r face of pier -a- ---i rn Splice=20"min. d e _Nt - __o_ Q__o_ - _ __ __..____ - _ _ _0 4-_ I _. -_N -_ _-y_a-�. _ _ _ - _d* ,.__ - I y}_' N LBr — \\N o 0 0 0 0 0 0 0 l Y7� yL g'-- #5 tie bars 45* ->� o a _J- #4 Bar � \ / \GI - --- -- - ---- -\ 1 --\ ---------- -- --2_O�- -- 67f 2'02" � -P�--- -\�`-� • \ i67 0202 #Brl Barta -' ° f F Footln Lme 9' — - - ----- cp ,�' " -'�- 4G4 4G6 --�"`�- - / / 9 9 t. ' .�9 T 1'-3 1/2 \ \ Vertical `jjq Ct 1 1 2p1 Swedge anchor-1 \\ Shop bend 2" 4G2 �(yP', 4G3 4G5 4G7 4G8 3 I4 13/1�6"_ 8'-8 5/8' 8'-8 5/8" - 8'-8 5L8" 18.-8 5�8" 8'-8 5/8" 8'-8 5/8" 8'-8 5�8" 3'-4 7/ � Face of concrete Elev.=4687.38 - bolts et 1'-3'mto conc. "1 Ij t�3 TIE BAR DETAIL 33'-4 1/2" 33'--4 1/2" 2' No scale ---- ------ Brg. Seismic Shear Connection) See Dwg. No.15219 PLAN � r See Exp. Jt. Details 1'-2� 2'-1 Dwg. No. 15215 detail Dw 1No5e15196- 19 = - 9 1'-3" 6� 66-BW7E- 8 Bars ® 12" FF of backwall 6" 9 Constr. (2 per line) # � Consfr. Jt. 67-BW_4E- 8 Bars ® 72' FF of backwoll and 67-BW3E- 6 ® 72" NF of backwall. y !:I BW7E-#8 ® 72" 67-BW6EI U-Bars ® 12" in backwall to match BW4E and BW3E Bars 1 - - Embed 3' into beam seat 4 Elev.=4688.60 Elev.=4688.49 66-BW5- 4 Hoops ® 12" in /p paving notch. cF - BW6E-#4 U-Bars ® 12" !r 9(totol)-8W2-//5 (2 per line) y o r-Elev.=4687.38 q) I BW2-9#15 s a. as shown. 2-BW1E-#5 (2 per line) ,�Elev.=4687.12 0 (2 per line \ " Seismic Shear Connection ,-Elev.=4686.00 > BW5-#4 HOOPS ® 12" - BW3E-#6 ® 72" See Dwg. No.15219 CtStructure A BSI-14#5 spa. as shown \� Constr. Jt. W/2"x4"Shear Key (2 per tine) Slope +.021%' v —BS3-#5 U-Bors @12" ---------- ° - -> — BS2-# ® 1 BW4E J{8 ® 12" - --- 1 ------ -- -- - --t-- --- --- -- --- only. - ( ) -- - - --- - --- -------- <-- - - --- - - - -- oo owkpile 2�CIr.(Typ.) - -- PC1p r//li ® 12" I ---- --- + -�--------- ------ ---- r- , 2 e line T&B. ------ -- + -----c ------ �- --- -- -------- ---- 3.CIr., _—_——-- — \ �� PC2 ^#6 ® 6" I --- ---- ---- 2-1"Dia. holes I PC3-2#6 ® 16" - in back rows Between each pile. pile webs for TI PC4-2 7 Bundled -------�— -- ---------_—_-----_ �I- PC5 bars. T-11" 12'-7� each side of each pile. i r-i T r-i r-, r-T -� r-� — ram, -� r T -_ r_T - -r r-i I I _ - - "'IIL 4675.93 N - - ti - - 1 - - +-+-- 4675.93 1 -3_ 10'-6"- � 1'-3„ , a � 1 2'-D '- A SECTION A—A _ f l 10 ---- 5- 6 14 total -B21- 5 2 per line)•- -P 4- 7 -P PC �2�HP14x73 Steel 4(total) � 2 C � �48(totol) C1 1 I � ( ) ty ( P C2-#6 Bundled each #6 (2 per line) Back pile Fan the bars to provide Friction Piles (Typ.) side of piles. row only. equal spacings along the I C beam seat tote. 2-PC3-/{6 Between each pile and as shown. I 65—BS2-#7 ® 12" NF of beam seat and 65-BS3-#5 U—Bars ® 12" to match the BS2 Bars.64'-D" STATE OF M 0 N T A N A 16 groups of 2 piles I DEPARTMENT OF TRANSPORTATION 15 spa. ® 4'-0" = 60'-0" --- - ---- -- - DIVISION OF HIGHWAYS ELEVATION (Looking ahead on line) NOTES_ 4�; BOZEMAN INTERCHANGE STRUCTURE 1. Max. Pile Pressure: (D+E+EQ)=65.0 ton BEARING =7.9 ton UPLIFT AT NO. 19th AVE STA. 28+78.00 2. Estimated Pile Lengths = 45'-0", O -- ---- (10'-0" minimum into outwosh gravel) FEDERAL AID PROJECT NO.HDP IR 9113 (001) J. Estimated Pile Tip Elevation = 4631.00 G'ALLATIN COUNTY 4. Bill of Reinforcing - See Sheet B20 DESIGNED WJH 1-10-92 Drawing No. 15212 DRAWN WJH -10-92 5. For Footing Plan, See Dwg. No. 15195 CHECKED BK 7-17-92 RR - ABUTMENT N 0.5 6. For Wing Wall Details, See Dwg. No. 15201 S.T.L.APPR. Scale 1j4"- 1' [" — REVISED REVISED DRAWING NO. 15200 FED. ROAD FEDERAL AID --- 0"fo 1/8'•ROof landing NOTE: DIv. ND. STATE pROJECT NUMBER SHEET NO. TABLE OF DIMENSIONS e MONTANA�HOP IR 9113(001) B9 O LOCATION EAST WINGWALLS WEST WINGWALLS Only E7018 or E7028 series electrodes shall be used. Maximum electrode size shall be 3/16". A B C D A B C D Bevel top member only Surfaces to be welded shall be smooth, uniform & free Abutment No.1 10'-1 1/8" 3'-6 13/16 10'-9 3/8" 10'-11 1/2' 12'-0" 2'-3 7/16" 8'-3" 8'-7 1/4" from fins, tears, loose scale, slob, rust, grease, moisture 0 45" or other material that would prevent proper welding. �o n Abutment No.5 15'-0" 2'-2 13/16 10'-2" 10'-0 3/4" 10'-1 7/8" 3'-6 1/4" 8'-9 1/4" 8'-8 1/4" WEB & FLANGE DETAIL ` Abutment No.1 8'-9 1] 16 4'-5" 9'-7 1 4" 9'-6 1 8' 12'-0" 2'-5 15 16 8'-9 1 4' 8'-8 7 4' ~ {. ,,-Subsequent posses / / / / / / 0"to 1/8"Root landing 1/8"thick(Max.) moo'°a Abutment No.5 12'-0" 2'-5 1/4" 8'-10 1/2" 9'-1 1/8" 8'-10 7/8" 4'-7 7/8" 8'-7 1/8" 8'-8 1/8" 1 \ - 0"to 118 -Subsequent passes " 3/16"thick(Max.) 60° ` - Root landing -Root pass 1/4"thick(Max.) 45 ---Clean root of weld by grinding, chipping, or / "'--Root pass 1/4"thick(Mox.) b-BR1E ^�/4 lonait. p-BR4E ^�/5 air-arc gouging before welding this side Clean root of geld by grinding, chipping, or orr ba�rSs as shown. air-arc gouging before welding this side-- 0"to 1/8"Root landing (to arch R3E _ bars edtr. over PILE EXTENSION AFTER DRIVING (Pile Vertical PILE EXTENSION BEFORE DRIVING (to match BRSE �/4) � intermediate pier BRSE —#5 BS1—#5 _ (Pile must be rotated so that all welding is done in the flat position) NOT rete borrier shall (to match BRSE) PERMISSIBLE WELDED SPLICE DETAILS not be poured for at — -- __ least 72 hours after 1 3 4" For Barrier Bill of D3 �ys FOR STEEL BEARING PILES concrete wall has Clr, Reinforcing see —#5 BS1 taken set. \I Dwg. No.15212 to / No Scale For Barrier Details p 13'-6 11/16" . k BRSE P 4 bars ® 12"to to I See Dwg. No. 15203 ! r yl x0 with aft. Vert. bars. \ •• ••• � 15'-10 7/8" I• ........ 0„4, 0. Constr.Jt. —� -r .ty Test Pile (level) 47*21'.30'" �y _ 4843'22„ 1 f o Length - 37'-0 - END `VIEW WINGWALL DETAIL-PLAN VIEW BARRIER END DETAILS DOWELS-BEAM SEAT J `s i.� ='-c,;y, '-8 3/4" Scale: 1/4"=l'_O" r\ C� Ay -4'-0" Ay 10-D1-J/9 Owls. - -- 10-D2-#9 Owls. 7 spa. ® 8". 1' 7 spa. ® 8". ��t �1 icA ty ° \uAy Xy bundle 2 bars in bundle 2 bars in <<�G h eo the top 2 rows. the top 2 rows. �5 rx ty 0 ti 0 a� S o, A� �y h AY W2-18 v T- � � !Sy 0 6 and 12"E.F. .1 Uy � I N y O® f. � 3 U) NOTE: � � o - t-v- Rebar collouts on the 1IT 82 14 spa. 06 E.F.;Spa. ®-12"E.F BILL OF REINFORCING ore SY Qo Ay, tg* -- --- - noted on the mark nos. as "E" for the East wingwall WINGWALL--_DETAIL-PLAN VIEW and "W' for the west wingwall. o o y y DOWELS-BACK WALL For wingwall Bill of Reinforcing see Dwg. No.15212 f Scale: 1/4"=1'—O" 0 ,r. SY epl !Sy A a �� `o-, ♦ ti� `'- ��� ti �0 ,ty �,'� IN I #4 ® 12"E.F W3 o- � -s 3 r /8' _ W2 2-#4 o W3- 4- - /y i W1 4—D 4'. C„ ! ti #8 ® 12'E.F. W24 ® 12 —I - S "E.F. of 60 I 1 t 48.43'22" 1 W2 t J/8 ® 6- 47-21'30" I I f #8 0 6"E.F. I & #8 ® 10"E.F � f 00 fl ift It N-I tk f r Test Pile} 13'-10 3/4'� 1'-6 7/16"h D4 - o Length = 48'-0" - - STATE OF MONTANA o To match W2 I 2 j DEPARTMENT OF TRANSPORTATION ABUTMENT N0.1 ABUTMENT N0.5 wPcs �3//s DIVISION OF HIGHWAYS io D4 --- — --- 1. #8 dwis. to match _L WPC6 -y5 ® 12" �fi1 N' BOZEMAN INTERCHANGE STRUCTURE W2 bars._-_ Ul I,'.I-U-I1444-!-1-1-1 I �— j 190 ABUTMENTS FOOTING PLAN Scale: 1/8"=1'-0" - WPC5 -4y6 - - -- AT NO. 1 9th AVE STA, 28+78.00 Embed 1' 1--— f d -6" � WPCB —#8 ® 18" I 3"Clr. mbe - t - HP14x73 Steel FEDERAL AID PROJECT NO.HDP IR 9113 (001) lFooting Pans for 3'-4" GALLATIN COUNTY Plans (or spacing) NOTES DESIGNED WJH -29-92 1. Bill of Reinforcing - See Sheet B20 DRAWN WJH -29-92 R R/19 0 DETAIL SHEET Drawing No. 15212 CHECKED CWK 7-17-92 _ WINGWALL DETAIL-PROFILE WINGWALL DETAIL-END VIEW S.T.L.APPR. Scale: 1/4"=1'—O" Scale: 1/4"=1'—O" REVISED REVISED DRAWING N0 15201 SPAN N0.1 SPAN NO.2 rDIV. NO. STATE pR0 ECRAAID Bent No.2 NUMBER SHEET N0. Brg. Abut. No.1 B 82_2" Bent No.3 56'-1" IKE IS MONTANA HDP IR 911f(�1) B1� _55'-0" _ 9 80'-0" _ C Bent - grg, Bent '> >/8 / T E N T H P 0 1 N T S L A B O F F S E T S T A B L E / Typ• Brgs. C Brgs. LEFT EDGE RIGHT EDGE LEFT EDGE RIGHT EDGE rlTy� SL OF SLAB OF_SLAB OF SLAB Edge of . TENTH OFFSET TENTH OFFSET TENTHOFFSET TENTH OFFSET 13' 0 7 16" / 371-0" 15'-3 11 16" 7S PT. DISTANCE PT. DISTANCE PT. DISTANCE PT. DISTANCE deck slob - -- �/" ---� 4 /76"1---- ' ------g--------- ------------------- ---- -- f' ------- 0.0 3'-5 7/16" 0.0 3'-6 1/16" 0.0 3'-3 3/4" 0.0 3'-4 1 16" ki, 16'-7 ------ ------------------ - I I /J 0) Left edge 0. 31 5 9/16" 0.1 3=5 13/16 0.1 3'-4 1 16" 0.1_ 3'-3 11 i6 iG1 / 2G1 JL / of slab o .r D o o _ / / " o - 0 0 0 0 0 0 0 0 0 0= 0.2 3'-5 5/8" 0.2 3'-5 5/8" 0.2 3'-4 1/8" 0.2 3'-3 7/16" 3/16� 65'S2'34 6 12 9 2G2 I �,/'r/ �y t - 0.3 3'-5 5/8" 0.3 3'-5 7/16" 0.3 3=4 3/16" 0.3 3'-3 3/16" �� Brg.or Z Z 1 G2 / ��0 0.4 3'-5 5/8" 0.4 3'-5 1/4" 0.4 3'-4 3/16" 0.4 65'52'34" 90*0'0" � 90'0'0" 8-3 5/16" to Q Bent \ I 0.5 3'-5 5/8" 0.,5 3'-5 3/16" 0.5 3'-4 1/8" 10.5 3'-2 7/8" t20'_I / 1G3 h ' 2G3 I 0 Q Exterior 0.6�3_'-5 9/16" 0.6 3'-5 1/i6" 0.6 3'-4" 0.6 3'-2 13/16 h (vv Girder / Q 0.7 13-5 7/16" 0.7 3'-5 1/16" - 0.7 YL:3 13/16 0.7 3"-2 13/16 a� --�- Q / / 4'-9 1/16" /' J / C 0.8 3'-5 5 16" - a / _ _ / i 23'-8 11 16" ah� a / 0.8 3'-5" 0.8 3'-3 9 16" 0.8 3'-2 7 8" Exterior Br or � 1G4 ati�Q 2G4 _ Girder Bent 0.9 3'-5 1/8" 0.9 3'-5 1/16" 6.9 3=3 5/16" 0.9 3'-2 15/16 v ti A Structure Chord 5.123131W. I , 1.0 3'-4 15/16 1.0 3'-5 1/8" LO 3'-2 15/16 1.0 3'-3 1/8" c Structure Chord - S.12'11'S6"W. p o �- - - 3'-4 15/16 0.0 3'-5 1/8" 0.0 3'-2 0.1 �3'-5 1/8" 0.1 3'-4 11/16 0.1 3'-3 3/8 0.1 3'-2 7/16" T o -- - -- 2T-3 7/i6" 1G5 0 2G5 38'-2 7/8" O N ^ N 0.2 3'-5 5/16" 0.2 3'-4 5/16" `t 0.2 3'-3 5/8" 0.2 3'-1 15/16 - --- -- / �� o o C; ° o Right edge p 0.3 3'-5 3/8" 0.3 3'-4 1/16" O 0.3 3'-3 13/16 0.3 3'-1 1/2" 1G6 _ `O \ 2G6 34'-8 i 1 16' o 0 0 0 0 0 0 0 of slab Z Z Q -� • -- 00 PLAN 0.4 3'-5 3/8" 0.4 3F_3 13/16 0.4 3'-3 7/8" 0.4 3'-1 3/16" 30'-10 3/i6" �jQ / 31'-2 7/16" Q -- / _-- - I �-/ h I .� Z 0.5 3'-5 5/16" 0.5 3'-3 11/16' Z 0.5 3'-3 3/4" 0.5 3'-1" CID ^ 2G7 TYPICAL SPAN Q 0.6 �3'-55 1/8" 0.6 3'-3 5/8" Q 0_6 13'-3 9/16 0.6 3'-0 15/16 End - Y No Scale Diaphragm / _ 34'-4 15/16" // 2T-8 1/4" l� 1 a 0.7 2'__4-15/16 0.7 3'-3 _ CL 0.7 3'-3 1 -- 0.7 3'-0 15/76 2G8 - - V) 0.8 3'-4 11/16 0.8 3'-3 11/16 0.8 3'-2 7/8" 0.8 3'-1 1/8" 1G88� End Diaphragm 0.9- 3'-4 5/T6" 0.9 3'-3 13/_76 0.9 3'-2 5/16" 0.9 X_1 3/8" 3T-11 11/16"--- -----�_- ---- 31-� 4------ ---%1/--..--.. - .------ 1.0 3"-3 3/4" 1.0 3'-4 1/l6" 1,0 3'-1 5/8" 1.0 3'-1 13/16 - ---- - -End Diaphragm - - - 66'12'9" - -Intermediate Diaphragms -� where shown � � Bent Edge of deck slab 12 1/16" IZ Brg' Brg 1/' / Q Brg. 4 Type IV Beam (K Bent No.3 SPAN N0.3 Bent No.4 SPAN N0.4 - Brg.Abut. No.5 - -- 9 - Brg. Bent - -- - - -105'-0" yp Bent - - /.�7"/ Hole Type IV-- T7/?" -Ct 2"OHole or 17 -- -�- Brg. J7 CL Brg. Beam C +D_ i"OThreaded Br Insert g ABUT N0.1 V_-_ Edge of \�y� 77,E INTERMEDIATE BENTS deck slab---- / 7 >✓76. /i �0" 38'-0" 9'-11" 722" g 77" ------- --------------------------- L - --- -- .J / jG1 _ 4G1 I 2 O 20'-10 9 16" 38'-0" -- � q Type IV Hole /_ -- - - 72'2" 33'-6" 6'-6 1 8" P Beam 66'35'18" - - ---- - .� 66'35'I8" 3G2 / 4G2 _ ^ -1 - y -- -- D/MENSION TABL 24'-4 1/8 "� 1 BENT NO. A B C D /8" °�c 2 11 7/8" 11 7/8" 111 3/8" 111 5/16" l0 3G3 // 4G3 I y"�0� 11 15/16" 3 11 7/8" 11 15/16" 11 5/16" 11 3/8" _27-9 11/16" �Q 4 i 1 15/16"1'-0" 11 3/8" 11 3/8" a , , h 37'-8 7/16" :o' 31'-3-114---- 3G4 h� --- -- 6'b'R ABUT.N0.5 Q li 4G4 ck� ti�Q i Structure Chord I S.12'54'40"W. ��Q -_ Structure Chord 5,13 21 24"yy.- - MODIFIED BEAM END DETAILS cam-- - ---- -- --- - -- Scale: 1/2"=I'-O" 4G5 34'-3 9/16" 34'-8 13/16' - 7 3G6 h� 4G6 30_10 3/4=-- b STATE F i_ 0 MONTANA 38'-2 3/8" �j - hQ o 27'-5 15/16" / a DEPARTMENT OF TRANSPORTATION End 3G7 �tij 22 4G7 _� a��Q DIVISION OF HIGHWAYS cb Diaphragm 3'-7 15/16"l /SG8 I 4G8 24-1 i/8" BOZEMAN INTERCHANGE STRUCTURE v___Edge where shown " Q AT NO. 19th AVE STA. 28+78.00 P -- ----- ----End Dia hro9 P 9m --Intermediate Dia hra ms End Diaphragm FEDERAL AID PROJECT NO.HDP IR 9113 (001) - �-of deck slab -Intermediate Diaphragms where shown DESIGNED BK -29-92 GALLATIN COUNTY DRAWN '13K BK - -92 RR - ERECTION-.PLAN CHECKED ]-1 17]-92 ERECTION PLAN S.T.LAPPR. REVISED Scale : 3/32"=7'--0", except as'noted REVISED DRAWING NO. 15202 ED. ROAD rEDERAL AID 1J 9 # S158E--#5 Through S185E-#5 �h NOTE: .3""E HEFT Na. -$1D1E- 5 Through 5729L- 5 NOTE NO7 DIV. ND. PROJECT NUMBER Spa.® 7"ctrs. Concrete barriers shall not be Refer to Dwg.No.SL-5 & Face of Barrier The suffix "E" denotes epoxy Spo.® T"ctrs. MoNTANAHDP IR 9173(001! B17 T To & Bottom laced for at least 72 hours Dw No.15216 for tDra7n i coated reinforcing steel. _ (Typ.Top P ) P g• (Typ.Top & Bottom) after the concrete in the slab additional slab details. 1 BILL OF REINFORCING STEEL 5130E-#5 Through S144E-#5 has taken set. 5145E-#5 Through S157E-#5 8 1/2"t Spa.® 7"ctrs. Spa.® 7"ctrs. ` -fi B C-1 r-C 2 Each Per Line 2 Each Per Line (Typ.Top & Bottom) (Typ.Top & Bottom) II - Tf rHoriz. 502 Lines-S099E & 5100E-#5 Transverse bars ® 7"ctrs. I PLAN VIEW A D A A �A r Leg JAJA A A -Edge of 1 each line T to & bottom / /, f'Drain(see General Layout BC� B 7 ( )(YP P ) 634" 63 4' Slob -{ r - (Alternate Splice Locations) �� / 2 1/2" for Drain Locations) TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 -Beveled 1 1/2"xT"x8 1/2" STRAIGHT BARS BENT BARS all dimensions are out to out Blockout(B eve! edges 45) Mark Size No. Len th Mark Size No. T e Len th A B C D 17 -- / 8100E 4 192 40'-0 B1E 4 843 1 _5'-1 2'-4 0'-5 4 314' '-9 --� I T111 - ,--� 4"Std.Slip--, 1 1/2 101E 4 24 1f'-0" 82E 5 843_ 3 4'-3' 2 6" 1 9 2'-Z N` �° m / o a^ p g - - � SSE_ 5_ 108 13 0' B3E 4 843 2 -3--0 1 i0 1 Z - _ Cou fn c., c / a, °'�>` r S6E 5 93 -1 D'-6" _ _ _ Barrier I N ®^ - _v .c c S099E 5 1 04 25-6'_ 04E 4_ 294 5_ -4'-::11' V-9'0 7'0'-5' ® °Q o C, r o a j w` i Span Chord r o ` II II r S100E 1004 39'-U 07f 4 2� 4 9'- 3'- 0- OILS I , (TYp•) / - 3 I I Q, stofE --2 tom- r - ---- --- - ----- -- II o v Z / a=o aw a o aw a 4.500'O.D.xO..337" S!02E 2'= to � {�2 11 y C1 "°per - _ - _ m o II II wall "T"schedule -f Beam S103E - - ! 4'-1' STRAIGHT BARS STRAIGHT BARS uT In I a) ' d. o w H r m t 1-- - - -- 1-- 80 P.V.C. i e. - II II W ¢ m w NOTE: •* o ,� I ( t p S1o5E _ 5'=i0" Mark Size No. Length Mark Size No. Len th to ° / I a•c w c Transverse bars are to be c c c Place after forms I a_.. I ) S106E '-�' 5136E 5 25' _ S166E 5 2 28'- r ,q N 2 a� W 3 i W m r are removed - -- - > o v v placed perpendicular to / 3 Si 9-T 5137E_ 26' 3' S167 _ i - _ _1 Face of I n a o n P P o o Barrier % II I I _ o a n each son chord. - r o o 5108E 1 '-71 S138E 26'-71" 5768E _ 23 5' �I 3 v1 ° p -- n C, o• II '' NOTE: S109 _ 2'-3' S139F 27' 7' 5169E - 1 Br Abut.No.7 Bent No.2 / solvent scelment SECTION St l be 73E 1- 1� 8' 5143E _ _ 30 4-S77 21' 1 _ t ed. 3"Min.below bot.of beam 6112E 16-_4' S142E _ 29 8" S172E-- 1� L gBent No.3 NOTE: 1 / f Bent No.4 Brg.Abut.No.5--� St14E 19, S744E 3f Y 5174E t6'-id' µj �-Edge of / RIGID PLASTIC PIPE: The 4"nominal dio.pipe shall have a 51.15E _ 20--5" 5145E - - 30-tf St _ 1 - C Light Pole Mountin . NOTE. 5776E_ _ _ 21=9" S748E 0'- S176E Slab g 9 4.500"O.D.x 0_337"min.wall thickness. The pipe shall be o grey S717E - 23-2r S147F - 29' 6' S777E 0 Sta.28+30(see Det's. Lap all #4 bars 1'-9°min. colored polyvinyl chloride sewer pipe,schedule 80,set vertical and 5118E 24=� 5148E 2g' 1'_ 1 8 -1 on Dw No.75216 Lap all 5 bars 2'-2"min. shall conform to the requirements set forth in Article 708.50 5719E 25"' 171"S149E_ __2 7-4' 5179E g ) SLAB REINFORCING PLAN Alternate Lopped Splices.PP P of the Std.Specifications. 5120E - 27'-3" 5150E 26'-8' S180F �- Scale: 1"- 20' The cost of furnishing all materials, equipment, and labor S121E 28-r SISI[ _ '-11 S1881 =70' necessary and incidental to the installation of the rigid plastic 5122E 29_'-11_ St52E _ 25'-5"- Si82E 5'-3 e shall be included in the unit rice bid for "Special Deck 5123E 31'-3" S15 E 24'-6- S183 pipe P P S124E ' 32'-9- SIS E _ 23`-_10 S184E - 6`- 8-8100E-#4 ion9't. concrete. S125E __-T -34 O" S755E 23 0' S185E 15 -2_ barrier bars os shown. S126E 35-4" S156F 22- 4r - ( 8 per line- lap with DRAIN DETAILS sf2 36 9` S197E 4 27 $' - 8101E-#4) 62'-10" Scole:3/8"=1'-0" S129E _2 -352 30'-1" St 9E _ �_ 38 S20TC.snot 44 11 - S130E _4 21-6" 5160E 36' _ of Roadway S131E__ _ 22-2 S161E _ 3 '-5 5300E 4_ 834 -40'-0' 5'-0" -I 1' 6" 26'-8" 26'-8"' 1'-6"' S132E _ } 2 10'5762E _ 34 0" S301E 4-- 78 11'-0" f e - - -�-- - - - - -- - -- - - S133E 1 21-6" 5163E 32'-6" i --S5E-#5 longit. NOTE Level 5134E 24'--r S764E 31-1' bars ctr. over Reinforcing steel in barriers is typical. S135E 5 4 24'-11'S165E 5 2 29'-8' - DIE 6 0 intermediate bent. The 4" dia. PVC utilit conduit cost to be *Dimension "D" to of beam to 02E 6 Y q of3Stru turd ( P 03E 6 $4 top of slab)=8 1/2"® Z Brg's., B]E- #4--- -- - -- - (to mat P P - SC99E & 5100E-#5 Transverse except for Beam iG7 at Abut.No.1 D5E_ 4 included in the unit rice bid for i "Special Deck Concrete". I p (to match B3E-#4 ) _ f bars at 7 ctrs. 27 D6E 6 94 -9 U-Bars / - and Bent No.2 = 8 3/4". - ( to match ( Typ. top and bot. ) Dimension varies at tenth points. _ 7" 6"13"" D8E -�6- 72 63E-#4) \• /This barrier 2 3 8" Clr. - 2 spa. - _ _ See Dead Load Deflection Table D9E_ 6 B3E- #4 -- j ', Slab 'P'- 7 3 4 ! / \ ( 80per line- l p ntort.S201 E bars at#4.tTyp.)(1 per - does not_ 9 1 2"= this sheet. bars to lop have ribbed / 1'-T /edge M_ S300E- 4 Bottom Ion it. bars spa. as showm. o T-' 3 4"Double chamfer with alt. g 10" l 5 spa.® �0.t ® obf.10"ctrs. - -- - - transverse _ \ + Super Varies f' "} 7 1/2"�{ # g P 1 10"Radius Exterior --- ( 8 per line !op to S301E-#4- Typ.)(1 per fine) ( 1 slab bars. 3'-1 1/2" 01 Constr.Joint Barriers only _ _ �-�-+�-• �-_+�- '_-_�,,,..-_' -^t-4"Dio.P t- `-� _ __ (Horizontal) 1 M VC • �- � 1 Utility Conduit 11" Clr. '� --3"Clr. i 314 Clr. _ 1 1/2 i -� - r„ - --- -Slope varies -�-1 1/2" 'r = 31 " Std.In term,Diaphra m � ,- 9 ` , See w - -1/2" Drip Groove - - Type IV Beam -- Type IV Beam - ( D g.No SL 5) ✓- (Typical) (Continuous) varies 7 Equal spaces (8'-0"Avg.) Varies J BARRIER RIB DETAIL (See Erection Plan, Dw9.No.15202 for beam spacings) Scale: TYPICAL ROADWAY SECTION STATE OF MONTANA' Scale: 3/8"= 7'-O" NOTE, DEPARTMENT OF TRANSPORTATION Top of barriers to be DIVISION OF HIGHWAYS BEAM DESIGN STRESSES DEAD LOAD DEFLECTION TABLE finished parallel to the - Prestressed Concrete Beams: Beoms shall be fabricated in -- T- finished grade at the Span No. 1 2 3 4 accordance with Std.Dwg.No.B4 except as modified hereon. Tenth Points barrier face. Span Length � er to Maximum f'c (compressive strength of concrete at 28 days) Span Length - - ---- - -- BOZEMAN INTERCHANGE STRUCTURE p g g. Brg. 55'-0" 80'-0" 70'-0" 105'-0' ( P 9 .1 2 � 3 .4 .5 ----- ------ - for design sholi be 6000 s.i. for all sans with the No. Tr. 419 886 678 1526 g n. p initial Initial Initial - - Initial initial AT NO. 1 9th AVE STA. 28+78.00 Beam D.L.Stresses (p.s.i.) ® 0.5 Point exception of the 105' span. The 105' span shall have a __ _ _ _ _ -- ib. -354 -748 -573 -1289 maximum Pc (compressive strength of concrete at 28 days) 7 55'-0" 1/16" i/8'" 1/8'" 3/16" 3/16" it. 109 2182 1707 3669 for design of 6700 p.s.i. and the strength at release sholl 2 80' 0" ' 1/4"- - -1j2"-- -- 518" 3 -- FEDERAL AID PROJECT NO.HDP IR 9113 (001) Total D.L. + L.L. Design Stresses S. T - 4" 3 4" fb. -1292 -2435 -2001 -3967 be 6100 p.s.i. Design stresses without prestress are listed 4 7005-0" 3 76" 5 16" 3 8" 7 16"" 1 7 16" GALLATIN COUNTY _/ / / / / DESIGNED DESIGN 5-29-92 _ 9 P• l Factored Moment at Section (ft.-kips) Mu. 2377 4241 3555 6477 in the table to the left. ,___ _ _ 3/4'" 1 5/16" 1 11/16 2 1/16 2 1/6" DRAWN DRAWN 5-29-92 RR - SLAB DETAILS *Mu = 1.3 [D.L. + 5/3 (L.L. +1)] NOTE: Dead Load Deflections are symm.about 0.5 Point & do not include beam Dead Load. CHECKED BK 7-17-92 NOTE: The nominal moment strength of the section (Mn) shall be S.T.L.APPR. except as rated Scale greater than or equal to Mu/0 where 0 = 0.90. REVISED 3/8"-''-0 REVISED DRAWING NO. 15203 72" 44-5 38 Spa.® 9'-0' = 342'-0' 1 Nand Rail Post Spacing ED. RDA STATE FEDERAL AID SHEET NO. - - - -- --- ---- - -- - - - -- - - - - -- RO ECT NUMBER - -- DIV. NO. P J 27 Spa.® 9 0" = 243'-0" 50'-5" 4,-5" Guard Fence Post Spacing a ONTAN HDP IR 9113(001) B12 ��� �P j F` *Substructure Skews D Toe of Fill i too 3�i 1 �� i oo *Abut. No.1 - 42'48'38" Bent No.4 - 41'25'14" / a� 'tj ec �r Bent No.2 - 42'J0'09" Abut. No.S - 41'09'45" 1 0���0 �;90 ° Toe of Fill- Bent No.3 - 41'5742" "D" Varies at each station vdue to varying tangent bearings P a NOTES o FINISHED GRADE: Finished grade of bridge at centerline + 0, roadway is the some as Profile Grade shown on Road Plans. LIVE LOAD: Standard HS20-44 loading. Montana Department of Highways and the Montana Highway Commission Standard Specifications for Road W/ v/ 12' m and Bridge Construction, 1987 Edition, and any amendments 12' v/ e A / ,\ �/ / Guard Fence/ g$� edge Barrier o thereto, and Special Provisions shall govern unless otherwise Bridge Barrier End Sto.37t30.08 noted. Design prepared in accordance with A.A.SH.O. End•Sta.33+78.32 - - - _ --- -.-_ Specifications, 1989 Edition, and any amendments thereto. 1 Bridge Barrier v17 STRUCTURAL ST All structural steel shall be measured . _ v � v v / - v / i f Bride Barrier and paid for on the lump sum basis as set forth in the End Sto.33+83 40 /',' /� v v'v -For Handrpil Spa.,- v vz v Exp.JLin S19b, % �/; g / see Dw No.152f7 x/Barriers &/ i End Sta.37+12.39 00 Standard Specifications. Estimated weight: A36 =25688 Lbs. Exp. .in Slop" /"i Pt Structure Below v v $ v i / �, To FAS 411 1 m Align.Ton.Brg. �8 viers & x i v/ Guard Fe/%e �rr ' - / i / /v / / ✓ jV i v / �/ j v i� / /I r� N.19th Ave. w o REINFORCING STEEL: A11 reinforcing steel shall be o/ the m deformed type and shall meet the requirements of A.S.TM. 5.16'48'00"W r uard Fe c / �/ y j i i yp q%', �� h' Roadway o Specification A615, Grade 60 (A.A.S.H.TO. M-31) /i i iv / /vv , -Edge1 of Paving Notch O•!P CAST IN PLACE CONCRETE' Unless otherwise approved, all Edge of v / x/ S! and Barriers C t. i vv / / � q // Sta.3 +89.70 6 o substructure concrete shall be Closs"AD"and all superstructure 9 ver Interior Bents v i I Sto.35+26.37 No_.19th Ave. v , m P Paving Notch 0x / / /i iYp') Zvi Sta.1542+T0.31 LS.Medon / / / �yy To Bozeman concrete shall be Special Deck Concrete (see Special Provisions). `T I�Sto.33+52.95 %v / �/ / / // i/i / 1 x vv gg_ /10' v v 6'-7' / -Rd.Rigid P/astiq N T v �$� � 98 � - - �7j` ,' x x 1 - v ape Drain Spocin STRUCTURE EXCAVATION: See "Special Provisions'. i_�_ _(See 0wg.No.15203_.` _ _ 1 TRAFFIC CONTROL PLAN AND SEQUENCE OF 0PER4T/0NS: Bridge Barrier- -- -- - j See "Special Provisions". End Sto.33+16.64' / / // //v / / z / 62 6 1D?ev 2' Bridge Barrier EleC Co duit %;�'\/ 5 m End Sta.36+71.79 m° UT/CITIES: For locations o/ utilities, see appropriate Road 12, ' Pole ��"� o Plans sheet. / / /// It ght P4� Mounb / r e g.N .75?L6),. BP v h St 5(see e v 40STEEL H PILES: Steel P Iles shall be sized as called for on on w No.1521 9 these drawings and shall be rolled from ASTM A441-Grade 50. 2 � Toe of Fill+ f o �! DEde of- eck Slab Rdwy. U.SWest 6 � 1 Ede of Deck Slob /` 6 '- Toe o/ Fill I / � __�_____ / PLAN � 24"05onitory Sewer l'-4 1/2" 35'-2" 28'-8" P-4 1/2" Scale: 1"=20' - -- - M.H. Profile r.=Fin.Gr. Brg. V.P.LSta.29+75.00 P.1.STA.32+45.16 Level / el Poi It of Super- Elev.4692.11 +0.02 ft ft elevoti Rotation - y 0 (TYPO / 0.02 ft/11 66'-T O" P.I.ST4.21+31.36 5.12-19'00"W.; S. 6'48'00"W. l'-6" BARRIER-, -Prestr.Conc. 489 7.12% -- �.. Sta. 2t70 Bk. � r-- 1'-6" BARRIER ,. 1'-6" BARRIER-. -- 3• �--- _ Class of Min.Re d.0 Cylinder Strength for _ 2-D i Beam Type /V =`- - Ro�o D=O'JO' 9' Y 9 Sta 6+93.27 Ah. ,.��5. -0 7'-8" 1.2'-0" 1 __14' 0_" _ , 12'-0"_ 7_'-B"_ _ YP - D=6. o o`� n Concrete Strength to Achieve a 1.0 Design Level �SIDEWAL ¢R WY 6e'0 i Pay Factor (p.s.i.) Purposes (p.s.i.) -0.02 /t�ft _-0.02 ft/ft 7'_ 900' V.C. +++ o (TYP') GUARD FENCE rt S7RUCTURE� -3" y AD" 3400 3000 i' I - - -- N N w Oj _e_ - - & PED.RAIL I -HANDRAIL --Berm Varies Special 4900 4500 Sto.38+43.27-- 7�"- J0:1 Slope PROFILE GRADE a eck Concrete BRIDGE DECK +2�_ 2:1 S/poe No scale HORIZ. ALIGNMENT PROFILE LINE_ 21 s� IV _ o -ca. SUPERELEVATION TRANSITIONS RRESTRESSED - T \r 2Mm. No Sca/e(super shown in ft./ft.) CONc.BEAM _x__T_ _ 3.29'-6'Fr_om _B_rg.to i Brg.of End Abut_'s. _ TYPE SECTION B-B r Horizontal Vanes No Scale 108'-2" 108'--2" _ 51-7" Dimensions Varies 7 SPACES 0 8'-7"=60'-1" f Brg.® AbuLNo.1 f Bent No.2 f Bent No.3 kC Bent No.4 Br.® Abut.No.S Sta.33+56.58 I Sto.34+18.18 Sta. .35+26.37 Sta.36+34.56 Stc.36+86.15 TRANSVERSE SECTION A-A Fin.Gr.0 CE Rdwy. Fin.Gr Fin.Gr®® i Rdwy. i Rdwy. Fin.Gr® iRdw. Fin.Gr.®CL Rdwy. (LOOKING AHEAD l I E/ev.4687.72 Y y Y Y (LO K EAD ON LINE) E/ev.4687.15 E/ev.4685.93 E/ev.4684.72 I £lev.4684.15 NO SCALE Guard Fin.Gr.® It Rdwy. Conc.Borriers Fence - STATE OF MONTANA Elev.4676.15� Exp. Fix Fix Fix -X. -- - - E/ev.4672.66 DEPARTMENT OF TRANSPORTATION -Prestr.Conc. o s 1 DIVISION OF HIGHWAYS Beams-Type /V 1 -__-------- -- =ter _ - -- -/ - - 27'Rt.Profile 2TLt.Profile B ZEMAN INTERCHANGE STRUCTURE =-- \ AT NO. 19th AVE STA. 35+26.37 HP14 x 73 Steel -C Crossroad Profile E/ev.4650.66 Elev.4650.71 E/ev.4650.67 Friction Piles FEDERAL AID PROJECT NO.HDP IR 9113 (001) DESIGNED BK 4-19-92 GALLATIN COUNTY DRAWN cJA -29-92 CHECKED BK 7-17-92 190 - GENERAL LAYOUT ELEVATION S.T.L.APPR. Scale: 1"=20' REVISED REVISED DRAWING NO. 15204 __ FED. ROAD FEDERAL AID C re No.ST-21- Core No.HA-22B - C re No.HA-22A Core No.HA-23 DIV, NO. STATE PROJECT NUMBER SHEET N0. p ® P Sta.35+30 Core No.HA-24 Ct Core No.ST-25 ® Sfa.33+50 ® � Sfo.34+03 ® b Sto.34+30 ® C Sfo.36+42 6' RT.of Sto.37+20 B WONTANAIHDP IR 9113(001) B13 Elev.4660.0 E/ev.4658.0 Fill:Grovely clay, trace sand & roots, E/ev.4654.2 Clayey grovel, trace organics, wet, brown - - _ £lev.4657.0 Silty clay, medium plasticity, dark brown, wet, very dense Silty cloy, low plasticity, trace trace organics,dark brown, stiff Clayey silt, low plasticity, slightly 56.5 Elev.4656.5 Silty clay, medium p/ostkity, 10 moist, light olive - roots, pale brown, moist, hard- trace roofs, dark brown- 57.0 59.5 / 55.5 E/ev.4652.0,, I 13 -50 for 6"Silty clay, low to medium p/ostic ty Silty cloy, medium plasticity, trace roots, 53 j 56.8 -50 for 6" trace roots, damp, dark brown 'O' Clayey silt, low plasticity, pole brown,55.0 . 38 some gravel, dark brown, rather dry to Silty clay, low to medium-- No recovery-sandy gravel �_I slightly moist to wet, rather stiff- 10 slightly moist, hard - - - - - 1 33 plasticity, some sand, olive 51 7 assumed, very dense - - / Clayey silt, low plasticity, slightly- ¢ _ 25 g y 53.0 , 51.5 moist, olive 50 FOR 3i" _42/50 for 4" 4B.5% -30 53.5 G.W.E/ev.48.2 Sand ravel, fine to coarse rained, _ 0 for 6"set Auger refusal of 1/2' e 50 for 5.5" Y 9 9 (�,, don.28,'91 brown, slightly moist, very dense e1o. -1 G.W.E/ev.45.5 50 for 2" 46.0 Jon.24.91 Silty cloy, low to medium plasticity, Sandy grovel, fine to coarse A - 55 rained, some cobbles & trace c/o A 50 for 5"set Clayey sandy grovel, low plasticity, trace roots, slightly moist, dark brown- 4 y, e ". fine to coarse grained, brown, - 81 brown, rather dry, very dense 41.6. '. 50 for 5'"set weatherbeoring, very dense - -- Clayey gravel, low p/osticity,-- brown, very dense LOG OF BORINGS NOTES 41.1 37/50 Scale: 1 =10' Borings Vertical Scale) -50 for 5.5"set 1"=20' Stotioning(Horiz.Scole) SOILS AND FOUNDATION MATERIALS: Borings were taken by Braun Intertec Engineering, Inc.ot the points shown on the Footing Plan. The sampling for the borings was conducted in accordance with ASTM D1586, "Penetration Test and Split-Borre/ Sampling of Soils". The numbers shown on the right side of each boring log indicates the number of blows per the lost 12"of penetration of the standard 2 inch O.D.split-barrel sampler using a 140 pound hommer falling 30 inches driving the sampler tube c total penetration of 1.5 feet below the tip of the hollow stem auger. The State of Montano, Department of Transportation, does not *Abut.No.1 - 42'4838" Bent No.4 - 41'25'14" assume any responsibility for any variation or misinterpretation Bent No.2 - 42'31'09" Abut.No.5 - 41'09'45" of the classes of materials, and adjustment in bid prices will Bent No.3 - 41'57'42" "D" Varies at each station not be made if the materials found do not agree with those due to varying tangent bearing shown in the Log of Borings. 61' yL_ 108'-2" 108'-2" 5l'-7" _ NOTE: - - - _ - For Pile Splice details, see Dwg.No.1520 1. col For Abutment No.) ,y ;flp �o r Test Pile ; �t l Length For Abutment No.5 dimensions, see Dwg.No.15201 -- p �,' �' � o•- � I r pb �`?' =37' 0� dimensions, see Owg.No.15201 w z ti 0 s Structure *� M -Core No.HA-23 Core No.HA-24- r Structure / Core No.HA-22A / f *.' No.19th Ave. r. � , ;' 1 - - -- -- --- -- " - _ C Roadway w Sto.35+26.37 q No.19th Ave. Rdwy.- Core No.ST-21 - -- Sta.1542+10.31 IF Median Core No.ST-25 i i w Core No.HA-22B i `-Test Pile se� Lengtn=46'-0" STATE OF MONTANA ®�jXs`d2 ®fp3rrr2 ®rq�P� ®�q�P�f \yOJ ®rov.996 �a�y6sm ax��� x�;o, 6x-Po 6x �r DEPARTMENT OF TRANSPORTATION ff 8 6� DIVISION OF HIGHWAYS FOOTING PLAN BOZEMAN INTERCHANGE STRUCTURE AT NO. 19th AVE STA. 35+26.37 O FEDERAL AID PROJECT NO.HDP IR 9113 (001) DESIGNED WdH 5-29-92 GALLATIN COUNTY DRAWN BK 5-17-92 190 - FOOTING PLAN CHECKED BK 7-17-92 S.T.L.APPR. REVISED Scc1e : 1"=20', ehcep! cs nefed REVISED DRAWING NO. 15205 --- —_,—_--_—__—.—..— -- ---------- - ED. ROAD STATE FEDERAL AID SHEET NO. DIV. NO. PROJECT NUAIFIER a wrvrANAHOP IR 9113(001) 814 90'-8 7/8" --- - - - Structure 45'-3 3 4 o --- -C Rwdy.® C Brg. -T — --- -- — e P of Wall Sto.33+56.58 k� h Elev.4687.42 Deck Elev.=4687.72 NOTE: 1 ^ 4'-5 1 8" EAST WINGWALL 10 furnishedadangle two pieces, WEST WINGWALL �-L. '� � e See Dw No.15201' ��_ � L / Dwg. No.15201 �t 9' h \i ,i � with end anchors 6" 1 ` 4y To of Wall ` / \ max.from each end. \ ZSee -- Top of Wall ---- - --- u -- ------ �s---- -- - ---------- - -------- - ---- Elev.4688.25 � o 9 g 1 2"Diam.Air Release __ L Cy, Z ---- -------------- � Field weld angles together. / Elev.4687.34 \\,� Holes ® 12"ctrs. \ o \ \ Guard Angle ` L2 1/2x2 1/2x3/8" `o �, e•. (See detail this sht.) h�" \/ ` �, �s.�- Drill 5/16"Diam.holes L2 1/2"x2 1/2"x3/8" I Efev=4682.31 i ��� `. A �P x 85iN 2-0 Ctrs. for F_Elev=4681.65 Elev=4681.77 -Elev=4681.88 -Eler�4681.99 EIev=4682.10 Elev=4682.21 �\ p; > 9\ ' x 82lo to arms moo. �� , ------ ----- --- EIev=4682.4 ' 1-to ��s 4T2 30- � 7E: L Top of Elev.4 68 801 4 �/ ecess angle 1/8"below nished grade & hold in -7� of Wall ccurate position while -1--- ----� ,i�Q_-- ---- op` f Wa1174 � '30"(T - - �-------------- -----'- -- --- ---- \-- L -- --- -- -I--- Elev;4688.16 ouring concrete. ------- Jr2-10 9 16� / YP�) \ _ 9 �-Elev.4687.05 " (Typ.) / 7G4 \.1G3 \.1G2 ~ I 1G7 ®x5/06a1 ernatehctrs.or ars .1G8 JG7 \'�9 / 1 5 \ �6< (62 Req'd.per end bent) Q�1G6 � 1 1/2"0 Swedge anchor-J Elev.4686.23 I bolts set 1'-3"into cone. -1'-3 1/2" Iro a'-1 7/1s 11'-7 1/16" 11'-7 1/16" 1V-7 1/16" -7 1/16 11'-7 1/16" — - - 11'-7 1/16" 11'-7 1/1s" _ — a'-9^ GUARD ANGLE DETAIL — - 6� 1 -- -- -- ----- --/_i1e,1.';,4, Shear Connecion Scale 3"'=1'-0" - -- 43'-5 1/2" _ (See g.No.15219) - 43'-8 11/16" PLAN �Brg. 86-BW7E-#B Bars ® 12" FF Of backwall _ 6" 87-BW4E-#8 Bars ® 12" FF of backwall and 87-BW3E-#6 ® 12" NF of backwall. ---Elev.4688.16 87-BW6E4 U-Bars ® 12" in backwall to match BW4E and BW3E Bars - 11 5"`, See Exp. it. Details Eiev.4687.05 Dwg. No. 15215 87-BW5- 4 Hoops ® 12" in paving notch. Guard Angle-see 9" � I '� �onlstr. Jt. Structure � (2 Per line) \ A \� detail this sheet- -Elev.4687.34 7 Seismic Shear Connection 9(total)-BW2-/�5 (2 per line) BW7E-#8 ® 12" 7 (See Dwg.No.15219) I �-2-BW 1 E-//5 (2 per line) , ,I j Embed 3' into beam seat t// Ele,.4686.23 Slope +0.0095 ft./ft. {� BW6E- 4 U-Bars ® 12" _ — t ___ -- --- ------ T 2- os shown. _ _ B Jf5 s a ne BW5-l{4- 2 per'I#6 ® 12--------- ---- HOOP$ 0 12" (BS1E14 5 s a. os shown to - PConst Jt. W/- 2 per line) ar - - ®12------ rn ® J/ ® 12 � + I 2"X4" She Key BS3 J/5 U Bars 4E 8 12" 4�s S2 7 5 6, 9„ Back pil2,.CIr.(7YP)- - - -PC1 ff6 ® 12' o ------ ��-- --- ------ ----- _ --- -- ----- 1 lrow Ong,,' - ------ _ ------ ---- - ----- __ ___—� -- - -- — ------ _--- - --- - (2 per line- T.&B.) -rT L 3" Ir. I I iy r T n _T n r-T n I - �,- _-.-i- - .-�-r .-•-- -n- - _;`".L4676.1.5� PC2 ^-#6 ® 6„ it t tit lil �hl Id. ' PC Between each 16ile. �_ Bet L - P 1 -PC1 PC5- 6 �74 tots! B21- 5 2 per line) _ I 154(taral) 48(tato) TI712-o1z-o ( ) o ( P - y --- I.•_'�.Y l 2-PC4-J/7 I //6 (2 per line) "'YYY Back pile Fon the bars to provide 2-7"Dia. holes- ' PC4-2 7 Bundled PC2- 6 _ in back row -8=2" 2'-4"I # Bundled each row only equal spacings along the - each side of each pile. side of piles beam seat face. pile webs for 10-6„ 1 3 y L --2-PC3-#6 Between each pile as shown. PCS bars. - 1'-3"� 13'-0" -I -� 2^-HP14x73 Steel --- --- 27 spa. ® 4'-0" = 84'-0' - __ - Friction Piles (Typ.) SECTION A-A 22 groups df 2 piles I 87—BS2—#7 ® 12" NF of beam seat and 87-13S3_—J5 U—Bars ® 12" to match the BS2 Bars STATE OF M 0 N T A N A DEPARTMENT OF TRANSPORTATION ELEVATION DIVISION OF HIGHWAYS (Looking bock on line) 1ffr' BOZEMAN INTERCHANGE STRUCTURE NOTES 1• 1. Max. Pile Pressure: (D+E+EQ)=55.1 ton BEARING AT NO. 19th AVE STA. 35+26.37 =1 7.1 ton UPLIFT 2. Estimated Pile Lengths = 38'-0", FEDERAL AID PROJECT NO.HDP IR 9113 (001) -- (10'-0" minimum into outwash gravel) 3. Estimated Pile Tip Elevation = 4638.00 DESIGNED WJH 1-10-92 GALLATIN COUNTY 4. Bill of Reinforcing - See Sheet 620 DRAWN WJH -10-92 Drawing No. 15212 CHECKED BK 7-17-92 I-90 ABUTMENT N0.1 5. For Footing Plan, see Dwg.No.15201 & 15205. s'T'L.APPR. Scale 7/4"=1'--C" except as noted REVISED 6. For Wingwall Details, see Owg.No.75201. REVISED DRAWING NO. 15206 cU. ROA U, FEDERAL AID ---- -- 92'-S 7/16' UIV. N0. ST4TE PROJECT NUMBER .SHEET NI 8MON!4NA.HDP IR 9t1.3 f�f� B15 46'-2 11/6" Structure & Column 46'-2 3/4" - - - -- y' NOTE: �4'-7�16 11'-7 1/16" 11'-7 1/16" 11'-7 1/16'' 6'-10 5/16" 4'-8 3/4" 7'-7 1 76" 11'-7 1 16" -- -� - Maximum Bearing Pressure: ,I D.+E+EO. = 4.57 tsf +-� ] 1/2' Swedge anchor olts l q 6'-0" s-10 1/2" 10_ 2G5 \I . ,1Q ,: set 1'-3into concrete (Typ.Spon 2) 2G7 - -- -___ _ For Bill of Reinforcing, See Sheet 618, dwg 15210 (TYp•) ?G1 2G2 2G3 2G4 y �! 2G6 �.4T46'S8" 2G8 Top of Conc. Top of Conc. Top of Conc. Top of Cone \ / i Top of Conc. Top o/ Conc. 5'-6" Elev=4682.01 Z�lev�4, 68t.93 Elev=4681.67 Elev=4681.59 Elev-4681.50 \ Elev=4681.41 N Br EIev=4681.84 EIev=4681.76 V Edge of -- EIev=4682.0581.97 Elev=4681.89 EIev=4681.80 EIev=468L72 Elev=4681.63 \ �' eck slab 9 - - Elev�4687.54 EIev=4681.44 � B3.B4-#9 J --- - --- - - - — - -- - -+- - - - B l l-#4 U Barsrn- --- - B5,B7-#5Edge Of - - - '"f, x i n B 12-B 19-#4 - - Deck slab I -- _ - - - - - - -- - — — �� � —T � Above r JG4 Structure 11 4T21'3 - ,� 85,B6-#5 - - _ -2" ch (Typ.) 5'-10" \ 1& Column ) 1G8 N -- ---- IGI IG2 aG3 ! BI,B2-#9 1 9 r' G5 J 7 0"_ iG6 I � 4' 8 5/8 I 6-10 7/16° � - -�C- _ 6'-8 7/8" 11'-7 i/16" 11'-7 1/16"' il'-7 1/16" 11'-7�1 16" - li'-7 V16" 11'-7 T/16" 11'-7 1�16" 4'-7 1/8' SECTION B-B 1 � 1 1/2" Swedge anchor bolts- - }' - - -- -_ � - -- � ` set 1'-3�nto concrete (Typ,Span 1) �1 7 1/1B' � (TYp•) �S��Jci Rood ] T - - PLAN Roadway ® re Bent A� v _ 10r B 1 1-#4 U Bars ® ]8" 18�B 1 1-#4 U Bars ® 18" Sta. 43+18.18 3„ �' lev.4682.01 - I'W of _ (T BlO ends) Curb Reinforcing See Detail E-E, Dwg.15210 3 v 5rB8-#5 W/ 5-B9-#5 15r83-#9 W/ 15-64-/#9 2-B5-#5 W/ L 1_ (Stagger lops) (Stagger laps)-, B10-#4 0 18 ( 99 P ) \ as shown 2-B7-#5 \ 4�B22-#4 Elev.4687.41#4 ME im I _f - I 3a - -- - o I Ea. end _ - - ---- --- ---- - --- o� I� N lLl � _ _ _ U1 I -U - -- -- ---I o4675.41 4'-0" Dia. ' } 41 - 4-B20-#4 t +� Itt tit Ea. end 13-B1-#9 W/ 13-B2-#9 2-85-#5 W/ Cl ��B15-#4 hoops �I Stagger splices 2�86-�{5 B 30„#9 2"C1r. B16,17,18,19 hoops' #4 hoops 3 Spa. 0 6" 3 Spa, 0 6" C2 #4 � 12 Spa. 08" � 9 Spa. ® 12" 9 Spa. ® 8" � i #5 Spirals J P j B12-//4 hoops -' �- {� �{ — 8'-8 13/16" 2'-0' .2'-0,., 6' 8 SP a_ ® 8 73 Spa ® 8" 812- 4 hoops 14'-2 13/16" �F Pitch=3" r air ol 12� 5 E.W. To C(D,ag.1519, # Pow 14'-2 3/4" -T T I c F1 � O yE Tie (2'-0" x 4'-0") , 38-#8 E.W. Bot. 4'-0" 26'-0" E D;o. t r. r.�. Shear Key yp- r T1-#5 aim T �' 761 6x6x2 U _ N. —A W T2 Spa.=12" - --—-- -- — -- — - — r—f SECTION A T3 Spa.=15" Embed=l2" --- i " STATE OF MONTANA I i 1 C'DWg. 5197� DEPARTMENT OF TRANSPORTATION � � 1 — 15'-0" 15'-0" 15•-0" _ 15'-0" - 1 - - - _ r ,;f, DIVISION OF HIGHWAYS 1 s' rt. -o" �. BOZEMAN INTERCHANGE STRUCTURE so•-o" Column Column AT NO. 19th AVE STA. 35+26.37 r - Column - FEDERAL AID PROJECT NO.HDP IR 9113 (001) ELEVATION A� DESIGNED WJH 7-10-92 GALLATIN COUNTY Ahead on line DRAWN WJH 2-10-92 CHECKED BK 7-17-92 190 — BENT NO.2 S.T.E.APPR. REVISED Scale l j 4 0" REVISED DRAWING NO. 15207 L AID ED. ROAD O. STATE I PROJECT A NUMBER SHEET N0. -- --- -- -{ a MONTANAIHD .9 P IR 113 W 1) 92'-5 7/16" 816 -- - - -- -- -- 46'-2 11/16 Structure & Column 46'-2 3/4 ---- —— - - - _ _ Maximum 11 -7 1 16" 1— -7 1/16" n 11 -7 1/16" 11 -7 1/16' -- 11'-7 1/16" 6'-10 5/16� 4'=8 3/4" -- /-- - - For BIII of Reinforcing, See Sheet B1 , d g 15210 11' 11 7 1 16" 6' 8 13/16" Bearing Pressure: Roadway f R E +cin 4Se Sh - 3G7 �- - yr n 8 w �``JG e �1 dv6 4'-4 7/16 / Sta. 35+26®7� Bent (TYP•) 5 9 ' -t _ 3G6 48 19'24" 3G8 Edge of B8,B9-#5 5'-6"' 3G3 3G4 3G5 To of Conc. Top of Conc. N Brg. V - 3G2 To of Conc. Top of Cone}, P I Elev-4680.30 r EIev=4680.21 Deck stab ,,3G1 Top of Conc. Top of Conc. P Elelr=468056 EIev=4680.47 EIev=4680.38 EIev=4680.81 EIev=4680.72 EIev=4680.63 EIev=4680.42 Elev�4680.33 Elev=4680.2 _ _ B10-#4 ® 18" EIev=4680.84 EIev=4680.76 EIev=4680.67 EIev--�Q680.58 EIev=4680.50 B3,B4-#9 v� T r - — - o B11-#4 U Bars r, ,k - - - - - !�- - _I I 85,B7-#5- - o� qJ v _ - -- U Bars Edge Of r ` 2"clr Deck slab Structure l5p 47 46'58" 2G8' B5,B6-#5 Above ` & Column V �� to" \ B1,82-#9 t �. �'.2G1 2G4�, � . � 2G7 5'-9" �2G2 .2G3 L4'-8 3/44 6'-10 5/16" I 1'- 1,zcs � � SECTION D-D j 11 -7 7 16" 11'-7 1/i6"' y�4-7 1/4I 11'-7 1 i6' ' 1 i'-7 1/16" 11 -7 1/i6" i 11'-7 1/16' _ / i --- _ 6'_-8 3/4" 11'-7 1/16' _ _. /- - - - 11' 7 1/16" -{- �1 1 1/2' Swedge anchor bolts (Typ.) - - set 1'-3 into conc. 5'-6"' y PLANNWA -- I. A 3„ a A li W 'ol J__ . > 10yB1 i-#4 U Bars ® 18" L 18-B1 1-#4 U Bars ® 18 - Curb Reinforcing 3 - B(D�e - - EIev.4680.81 i See Detail E-E, Dwg.15210 3-B 10-#4 2-B5-#5 W/ - *-3" 4-822-#4 T .cc ends) 5-B8-#5 W/ 5-89-#5 1(Stagger l W/ 15�B4 #9 2�B7-#5 EIev.4680.21 (Stagger lops) (Stagger laps) as shown 1 06 4-B ----- �� oN1. 4-821-#4 -- -- -- ----r -- -- 4674.21� N la. end ------ ---- _ 34v9 C>2"Clr. ��8742>I -- -1 2-B5-#5 W/ # Ea. end Stagger splices 2-B7-#5 - B15-#4 hoops #5 B - 5 Spirals 816,17,18.19 j 1, #4 'hoops 14 3 Spo. ® 6' p Pitch-3" 7/ I 4 4hoos # 1 9Sa. ® 8" # P 1 I r / 72 Spa. ® 8" 9 Spa. ® 2' P � IRA - _ - , 812-#4 hoops I / � �. �0•i 6„ oli F2 812-#4 hoops _ }q a 8 Spa. a 5 13 Spa. ® 8"' �YlA I �I N 8'-8 3 4' 2'-0" 12�#5 E.W. Top 74'-2 3/4" 4'-2 11/16" ClCr•vg.' Ifttt127G1++H -- -- F1 o v \y� - 38�#8 E.W. Bot.- Tie (2'-0" Ix 4'-0") 4'-0"' Dia typ 71-#5 r Shear KeY ' - �i SECTION A_A ( x6 x2 TI � — - - - ` T2 Spa.=12" T gol T II ��T3 Spa.=]5'" STATE OF MONTANA Embed=12 ._._._, -- ---- DEPARTMENT OF TRANSPORTATIO1 j DIVISION OF HIGHWAYS �,�•. BOZEMAN INTERCHANGE STRUC C TURE 15'F0' - AT NO. 1 9th AVE STA. 35+26.37 - 15' 0 - - Q 30'-0'" - -__- - _ Column Column FEDERAL AID PROJECT NO.HDP IR 9113 (001) - __ GALLATIN COUNTY OColumn - FREVISED WJH 1-10-92 - - -- - --- A wJH z-10-9z 190 BENT NO.3 ELEVATION BK 7-17-92 Ahead on line DRAWING NO. 15208 FED. ROAD STATE FEDERAL AID SHEET N0. DIV. 4 0. PROJECT NUNRER - 92'-5 7/16" _ _ _ . . _. _ -- _ _ .. _-�j a _uoNTANAHDP IR 9113(001) B17 46'-2 11/16° - Gk Structure & Column 46'-2 3/4" NOTE: - - -- -- - - / - / - ---- - Maximum Bearing Pressure: " }1'-7 1/16" / / - D.+ E +EO.= 4.57 tsf 4 }}� 7 } }g" 11'-7 1/16" �_6'-9 7 8" 4'-9 3 16' 11'-7 1 16" I 11 -7 1 16' 11'-7 1 16' 6'-8 3 8' For Bill of Reinforcing, See Sheet B18, dwg 15210 /-- / 4,_4.. Roadway ® C Bent Sfa.36+34.56 I, tit�a �a L 6'-0" 5'-8„ `�L, � 1 1/2pSwedge anchor bolts 4G7 -- �GS 1Q�, set 1'-3 into concrete (Typ.Spon 4) ` (TYP•) \ 88,89-#5 F - 4C2 4G3 4G4 4G6 `48'43'22" 4G8 I 5'-6" Top of Conc. Top of Conc. Top of Conc. Top of Conc. Top of Conc. lop of Conc. w Br B10-#4 (d 18 '.4G t � Elev=4679.35 ` Elev=4679.26 Elev=4679.17 Elev 4679.08 Efev=4679.00 Edge of g' Elev=4679.61 Elev=4679.53 Elev=4679.44 I Elev=4679.64 Elev=4679.55 Elev=4679.46 Elev=4679.38 Elev=4679.29- Elev=4679.21 `i, Elev4679.12 Elev=4679.03 Deck slab B3,B4-#9-- I 1 - `� °�� T B11-#4 U Bars- I � r I X. B5,B7-#5 co Lr `• - - - - � - - - -- Nt B12-B19-#4 _ -- _ - _ -- -- _-_ -.` `7 k N� v - -'�.-- v`' ?, -- .�✓- i ;;r � \,, - - � - �� - - - - - -- � '�'i U Bars - - - - - - - -+ - - 1 -- - --- -1 - -- -T— 2"clr v ,, f. B5,B6-#5-- Edge 0 t- Deck slab L_ v Above Structure p 48.19'2 �;3G81 B 1,B2-#9 3G4`., & Column /�,��� ` 10" _ Y - I JG5 � SECTION D-D / / 6- - -. 11'-7 1/16" 4,-7 7/16" N - 3G 1 `3G2 .3G3 4'-9 1 16' 6'-10' 6'-8 7/16' 11'-7 t 16" 11'-7 1 16' }}'-7 1/16' I 11'-7 1 16' 11'-7 }/16" 11'-7 } 1 11'-7 1/16" - I 8 8 -� 1 1/2'?Swedge anchor bolts y -- - -}- set 1'-3 into concrete (Typ) I PLAN ? Bo,'-v,.75207' rim•� �-6 A� 10-811-#4 U Bars 0 18"�1 18-Bll-#4 U Bars ® 18" - 3' � E I a Curb Reinforcing v <t -Ellev.4679.61 - - - See Detail E-E, Dwg.75210 ,� 3�s10-#a 2-85-#5 W/ 1 (T .ca ends) I S-BB-f/5 W/ 5-89-#5 15rB3-f/9 W/ 15�B4-J/9 2-B7-#5 4^B22-//4-. D Elev.4679.00 r 3" ^f 810- 4 ® 18'` ---- T v (Stagger lops) (Stagger laps) as shown 4-B 0-#4 J l a 1-I-1 oIWO ry _4-B21I#41 - --------- -- -- - - -- Ea. en dJ - - - --- -- --- -- rt--- --- - - --- - ----- -- - I i- - 4673.00� C1 - —_ I 4-B20-#4 � I 13-81-#9 W/ 13-82-#9- `'-2-85-#5 W/ � � 30�#9 2"CIr. i Ea. end D 91Stagger splices 2-87-#5 I -815-#4 hoops C2 B 16,17,18,19 B13,14 3 Spa. ® 6" 3 Spa. CAD 6" #5 Spirals 4 hoops- , #4 hoops P Pitch=3" # P - p-�� I 12 Spa. ® 8 9 Spa. ®-12" 9 Spa. ® 2" I` _ 612-#4 hoops - -- a Fftt311 0l k8 Spa_.�® 8" 13 Spa. ® 8" _ B12-#4 hoops 1t,l;a�Fp �2': ' 0'1i _� ffR 8'-8 3/4" 0'' i 2'-0`-�6" �- - o C;^Ny.i579;1 _ ! 74'-2 3/4 - 4'-2 11/16" HIM F212-0 E.W. Top- - T,e (2'-0" x 4'-0") 4'-0" 26'-0" c Did.typShear K r-T -#5 6"x6'x2" of o F1 y (TYp.T & ii 38-#8 E.W. Bot.- �{ `} I � U -T3 Spa.=15' � Embed=12" + l SECTION A-A or4650.6 - - --- STATE OF MONTANA C DEPARTMENT OF TRANSPORTATION is o 15 0" DIVISION OF HIGHWAYS �- 30'-0" 4 Column 3G,_o,- t Ccljmn BOZEMAN INTERCHANGE STRUCTURE - — AT NO. 19th AVE STA. 35+26.37 Ct Column ELEVATION A FEDERAL AID PROJECT NO.HDP IR 9113 (001) Ahead on line O DESIGNED WJH 1-10-92 -GALLATIN COUNTY DRAWN _- W�H 2-10-92 190 BENT NO.4 CHECKED BK 7-1 7-92 S.T.E.APPR. r 4 , �C.7 fE _G REVISED REVISED DRAWING NO. 15209 VED. ROAD STATE EE DERAL AID SHttl N0. DIV. N0. PROJECT NOMDCR 8 MONTANA DP IR 9113(001) B18 BILL OF REINFORCING STEEL-190 BENT N0.2 BILL OF REINFORCING STEEL-190 BENT NO.3 BILL OF REINFORCING STEEL-190 BENT NO.4 -B ---- ==U`` ----- - - B — V 1- ~C --B ,C B '$PIRA mI B - B ISwRaL 1 B -�- B 15 IRAL I B -" LlJ ' UA AAA A A A (C) AA A DC' A A A A (C) f3 A A 0Ct AA� A F A (C)� A BC OCI LB \ A 8 A A Y TYPE -1 TYP 2 TYPE 3 TYPE 3s TYPE 4 TYPE 5 TYPE 1 TYP 2_ TYPE 3 TYPE 3s TYPE 4 TYPE 5 I TYPE 1 TYPE 2 TYPE 3 TYPE 3s TYPE 4 TYPE 5 STRAIGHT BARS BENT BARS (All dims. are out to out) STRAIGHT BARS _ BE_NT BARS (All dim's. are out to out _STRAIGHT BARS BENT B AIRS I dims. are out to out) �I MARK SIZE NO. LENGTH MARK SIZE NO. TYPE LENGTH A B� C D MARK SIZE NO. 'LENGTH MARK SIZE NO. TYPE LENGTH A B C D MARK SIZE NO. LENGTH MARK_SIZE NO. TYPEI LENGTH A B C T 0� F1 8 228 14-6 C2 4 3 3s 1416-7 3-8 0-3 29-11 FI_ 8 228 14-6 C2 4 3 3s 1358-103-8 0-3 28-8 F1 8 228 14-6 C2 4 3 3s 1304-103-8,0-3 27-6 F2 5_ 72 14-6 F2 5 72 74-6 F2 5 72 74-6 T2 4 28 1 70-10 1-6 3-6 0-5 T2 4 28 1 10-10 1-6 3-6 0-5 T2 4 28 1 10-10 1-6 3-6 0-5 T3 5 16 4 9-0 2-9 3-6 T3 5 16 4 9-0 2-9 3-6 I T3 5 76 4 9-0 2-9 3-6 1 C1 9 90 29-71 B10 4 61 4 9-2 2-0 5-2 Cl 9 90 28-8 B10 4 61 4 9-2 2-0 5-2 I C1 9 90 27-6 1 B10 4 61 4 9-2 2-0 5-2 B11 4 56 2 10-6 1-8 5-2 0-6 0-6 1 B11 4 56 2 10-6 1-8 5-2 0-6 0-6 j B11 4 56 2 10-6 1-8 5-2 0--6 0-6I B12 ' 4 102 1 20-2 5-8 4-0 0-5 612 4 702 1 20-2 5-8 4-0 0-5 812 4 102 1 20-2 5-8 4-0 0-5 T1 5 24 25-8 813 4 2 1 19-2 5-2 4-0 0-5 T1 5 24 25-8 873 4 2 1 19-2 5-2 4-0 0-5 T1 5 24 25-8 813 4 2 1 19-2 5-2 4-0 0-5 B14 4 2 1 18-2 4-8 4-0 0-5 874 4 2 1 18-2 4-8 4-0 0 5 B14 4 2 7 18-2 4-8 4-0 0-5 li 815 4 4 1 17-2 4-2 4-0 0-5 675 4 4 1 17-2 4-2 4-0 0-5 B75 4 4 1 17-2 4-2 4-0 0-5 B1 9 13 46-2 816 4 2 1 16-2 J-8 4-0 0-5 81 9 13 46-2 B16 4 2 1 16-2 3-8 4-0 0-5 Bt 9 13 46-2 B16 4 2 1 16-2 3-8 4-0 0-5 82 9 13 33-2 B17 4 2 1 15-2 3--2 4-0 0-5 82 9 13 33-2 B17 4 2 1 15-2 3-2 4-0 0-5 82 9 13 33-2 817 4 2 1 15-2 3-2 4-0 0-5 83 9 '15 60-0 318 4 2 1 14-2 2-8 4-0 0-5 83 9 15 60-0 BIB 4 2 1 14-2 2-8 4--0 0-5 83 9 15 60-0 BIB 4 2 1 14-2 2-8 4-0 0-5 E34 9 15 38-0 B19 4 2 1 13-2 2-2 4-0 0-5 84 9 '15 38-0 1 B19 4 2 1 13-2 2-2 4-0 0-5 I ` 84 9 15 38-0 B19 4 2 1 13-2 2-2 4-0 0-5 B5 5 8 60-0 820 4 12 5 3-6 2-0 1-6 1-l' 85 5 8 60-0 820 4 12 5 3-6 2-0 1-6 1-1 85 5 8 60-0 820 4 12 5 3-6 2-0.1-6 1-1 B6 5 4 29-6 821 4 8 5 3-7 2-1 1-6 7-1 B6 5 4 29-6 821 4 8 5 3-7 2-1 1-6 1-1 86 5 4 29-6 B21 4 8 5 3-7 2-1 1-6 -- 1-1 B7 5 4 33-9 822 4 8 5 2-11 15 1-6 1-1 I B7 5 4 33--9 B22 4 8 5 2-11 1-5 1-6 1-1 87 5 4 33-9 B22 4 8 5 2-11 68 5 5 60-0 88 5 5 60-0 88 5 5 60-0 89 5 5 26-0 C83 5 4 5 16-2 5-2 5-6 69 5 5 26-0 CB3 5 4 5 16-2 5-2 5-6 i 69 .5 5 26-0 CB3 .5 4 5 16-2 .5-2 5-6 C81 5 20 2-8 CB1 5 20 2 8 CBI 5 20 2-8 CB2 5 '2 2-0 CB2 5 2 2- 0 C62 5 2 2-0 CB4 5 2 3-6 C134 5 2 3 6 III C64 .5 2 3-6 5'-10"} C84 1-#5 C'B3 2-#5 U-BAR C81-70-#5 C32 & C84 STATE OF MONTANA 2" CLR 2•CLR h#5 ce 5 I i _ celIO- DEPARTMENT OF TRANSPORTATION 10 - ce3 DIVISION OF HIGHWAYS F F u-eAR BOZEMAN INTERCHANGE STRUCTURE VIEW E—E VIEW F—F AT NO. 19th AVE STA. 35 + 26.37 FEDERAL AID PROJECT NO.HDP IR 9113 (001) DESIGNED FF 7-10-92 GALLATIN COUNTY DRAWN FF 2-10-92 BILL OF REINFORCING CHECKED BK 7-11-92 190 BENTS NO.2, NO.3, AND NO.4 S.T.L.APPR. REVISED REVISED DRAWING NO. 15210 FED. ROA STATE rEDERAL AID SHEET N0. DIV. NO. PROJECT NUMBER e DNTAN HDP IR 9113(001) I 819 88'-5 1/2" -- ---- - � Structure - --- ---- —---- -- - - 44'-2 5/16" 44'-3 3/16" �I Top of Wall -Top of Wall Roadway ® � Brg. � / Elev.4683.75 East Wing Wall .Sta. 6+86.1 684.15 West Wing Wall[Elev.4684.03 ��0 Dwg. No.15201 �0 Dwg. No.15201 ---- -- --- ---------- ci 4r 4'-3 13 16_ J b / / Top of Wall ti<�G oDa -Elev=4678.33 N/�\ f P 9 -- - - -- - --of ----- Ele-4684.73 - - --- ------------ \ 'o \�o Elev. ----.-----. - w / �` Gt\ ---- - To of Wall ---- -- -'?1' \ \ Top of Wall 70 of Br Side Wall � n'/! � � 50 � � + j � Elev.4683.84 Elev.4683.15 rn' •c � '� � I Guard Angle �� F L2 1/2x2 1/2x3/8" Elev=4678.24EIev=4678.57 Ele (See Dwg.No.15206) - Elev.=4678.7d6`-�Elev=4678.58 EIev=4678.60 Elev=4678.42 I X, s ------------------ \ cp 'S �� ♦ r 48'43,+22"T ` \•°� V -To of Brg.Side Wall ------------- --- -- \ j 1 \0 a \ 36' 10 7/16 i Q: _ _- \�4G8\\\ 0 4G1 /� ,4G2TYP � 1,4G3 I 4G5 4G6 �\4G7 Footing. J 1` 5'-9 1/2'5'-9 9/16" 1 1/2"0 Swedge anchor % \ i Line - Its set I'-3"into cone. �-V-3 1/2" �\ - / 'r -fi- - - - --- 7 5/B 11'-7 1/16" - 77'-7 1 16" . 11'-7 1/16" 11'-7 1/16" 11'-7 1/16" I 11'-7 1/16' 11'-7 1/16" �Y-8_7/76" --Seismic Shear Connection N (See Owg.No.15219) •,f 42'-4 1/4" 43'-0 5/8" PLAN q Brg. 84 BW7E #8 Bars ® 72" FF of backwoll "^ 6 EIev.4683.84 " See Ex . Jt. Details - ># --P s . _ - r-Elev.4682.73 Guard Angie-see 1 9" � P ta' - 5 1 -1 85-B_W4_E- 8 Bars 0 12 FF of bockwal_I and 85-BW3E- 6 ® 12" NF of backwoll. Dwg. No. 15215 85-BW6E- 4 U-Bars ® 12 In backwoll to match BW4E and BW3E Bars ' ' BW1E- 5 2 per line n 85-BW5- 4 Hoops 0 12" in pavingnotch. g -} 1 ( P ) Elev.4684.26 A detail Dwg. No. 15206-- I j - Seismic Shear Connection Structure 9(fatof)-BW2-#5 (2 per Line) g -� Y BW7EConstr#8 ® 12" EIev.46B3.15 (See Dwg.No.75279) 2-BWIE-#5 (2 per line) --- e i Embed 3' in bm. seat Slope +0.0028 ft./ft. Top of Wall 1 I ^ — Elev.4684.13 Slope + BW6E-#4 U-Bars ®12 0.0079 t. t y I BW2-9#5 spa. as shown. (2 per line) to _ BW5-#4--= BW3E-#6 ® 12" --- -- -�— _ ----- --- ��i — --- ------- - ^' HOOPS ® 12" ----- -- -- ------ -_ -- -'-�-- ------ ---- — - ° �, -BSwn ( spa. as ———— � Constr. Jt. -� shown per line) —--— — — ——-- - L — —— u W 2"x4"Shear Ke -BS3- 5 U-Bars ®12' In -- -- — --- --- — f BW4E-o # ———— --— ----— ` 8 ® 12"- BS2-#7 ® 72" -- -��--- ------ _= ------ ----- --- --- o' PC5-#6 "� ----- --- -------- ---�—ter-- - -- ------ C ---- — --- Back pile - PCI nt 1n —=-- ------ --- ----- ------------- --- -- t -t row only, (YP•)— - # 1 r r r r r I r - r I rJ -- -- .gin} --;2 per line- T.&B.) iV r-T n r-T n r-T rT -s� �-,��.. �.- --•— --i--_--_-a; -. I I T[r , Tay , ���� — t r r --1 I, `D �.�v- - v I lil I �t4672.66 S 1 -PC2 -#6 ® 6" ! Bea I lit TIT ld 7 1 t lit - �- i 3"Clr. �V PC3-2#6 ® 76" w 2-i"Dia. holes- i Between each pile. I �-154(total) ! 14(total)-B21-#5 (2 per line) \ P =2-PC4- 7 48(total)-PC1 q --PC5- 6 PC2- 6 # 2'-0 Z'-0 # Fan the bars to provide I lle webs forPC4-2#7 Bundled # Bundled each #6 (2 per line) - .-- _ Back pile P P 8'-2" 2'-4"' side of Iles A row onlyequal spacings along the PC5 bars. - - - �-�. J I each side of each P ^ beam seat face. 10'-6" pile. 22 groups of 2 piles `rcoon 4x73 Steel _. 2-PC3-#6 Between each pile as shown. g P P (YP) - 21 spa. ® 4'-0" = 84'-0•' Pil I SECTION A—A 85-BS2--#7 ® 12" NF of beam seat and 85-BS3-#5 U-Kars ® 12•' to-match the BS2 Bars STATE OF MONTANA DEPARTMENT OF TRANSPORTATION ELEVATION -- --- (Looking ahead on line) r DIVISION OF HIGHWAYS NOTES BOZEMAN INTERCHANGE STRUCTURE 1. Max. Pile Pressure: (D+E+EO)=53.8 ton BEARING =17.6 ton UPLIFT AT NO. 19th AVE STA. 35+26.37 2. Estimated Pile Lengths = 27'-0 (10'-0" minimum into outwash gravel) FEDERAL AID PROJECT NO.HDP IR 9113 (001) J. Estimated Pile Tip Elevation = 4643.0 GALLATIN COUNTY 4. Bill of Reinforcing - See Sheet 820 DESIGNED WJH 1--70-92 --"----- Drawing No. 75272 DRAWN WJH 2-10-92 190 — ABUTMENT N0.5 5. For Footing Plan, see Dwg.No.15201 & 15205. CHECKED BK 7-7 7-92 S.T.L.AP PR. 6. For Wingwall Details, see Owg.No.15201. REVISED 1OiF " REVISED DRAWING NO. 15211 EEO. FIN STATE FEDERAL AID SHEET N0, DIY. N0. PROJECT NUMBER e MONTANA HPD-IR 9113(001) 1 820 BILL DF REINFORCING STEEL — RR ABUT 1 BILL OF REINFORCING STEEL — RR__ABUT 5 C _ —� ABUT. BARRIER RAIL—BILL OF REINFORCING STEEL B B c c g g B B B �C, C A, C i l A NOTE: A C A 4 1 A /'QJ� A A A B C A C A -47 1 A A A A A�C C Vert. Leg "E"= East Wingwalls B C - B D E B n _ B A A W'= West Wingwalls I I _ D _ TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TY TYPE 1 TYPE 2 TYPE 3 TYPE_4 TYPE 5 TYPE 6 TYPE 7 -- ( )_ _STRAIGHT BARS - BENT B - - ---- TYPE 1 TYPE 2 STRAIGHT BARS BENT BARS All dims. are out to out ARS �AII dims. are out to_ out) STRAIGHT BARS BENT BARS (oil dimensions are out to out MARK SIZE. N0. LENGTH MARK SIZE NO. TYPE LENGTH A— 8 C T D E MARK SIZE NO. LENGTH MARK SIZE NO. 'TYPE,LENGTH A B C D E Mark Slze_No. Length Mark Size No. T e Length A B C D 6W1E ; 5 4 33-7 BW4E_ 8 67 5 12-3LL10-8. 1-7 BW7E 5 4 33-2 BW4E 8_ 67_ 5 12-3 10-8 1-7_ _ RR ABUTMENT !Le BW2 5 18 33-7 BW5 4 66 2 6-11 1-8 1-8 8 1-3 11 BW2 5 18 -3.3-2_ BW5 4 66 2 6-11 1-8 1-8 8 1-3 11 E BR2E 4 20 5-1 2-4 0-5 0-2 079 BW3E 6 . 67 7-1 BW6E 4 67 6 11-9 5-5. 11 BW3E 6 67 7-1 BW6E, 4 67 6 11-9 5-5 11 BRIE 4 8 8-9 BR5E 5 _20_ 4-1 1-112-2 1-6 BW7E 8 66 8-0 BW7E 8 66 _ 8-0 I E BSI 5 28 35-0 BS3 5 65 6 9-10 2-10 4-2 BS1 5 28 35-0 BS3 5 65 6 9 10 2-10 4-2 hE 5 2 8-9 BS2 7 65 5-1 _ BS2 7 65 5-1 i A, ' D3 5 28 5 5-4 4-6 10 03 5 28 5 5-4 4-6 10 BRIE' 4 8 10-8 PC1 6 48 35-2 D2 9 20 4 5- 10 4-6 1-4 1-10 PC1 6 48 35-2 02 9 20 4 _ 5-10 4-6 1-4 1-10 W i PC2 6 .134 112-8 D1 9 20 3 5-10 4-6 1-4 1-10 PC2 6 134 12-8_ D1 9 20 3 5-10 4-6 1-4 1-10 BR4E 5 2 10-8 PC3 6 33 12-8 PC3 6 33 12-8 PC4 7 64 12-8 PC4 7 64 12-8 BR3E 4 20 3-6 PC5 6 32 4-6 PC5 6 32 4-6 ) -_ RR_ABUTMENT NO.5 - - WPC5, 6 7 15-6 WPC5, 6 7 _15-0WPC6 5 E BR2E 4 23 5-1 2-4 0-5 0-2 0-9 - - 16 , 3-0 WPC6 5 16 3-0 BRIE, 4 8 73-8 BR5E 5 _23 4-1 11-112-2 1-6 WPCB 8 )0 3-D WPC8. 8 10- 3-0 E WWI 4 16 13-1 1 WWI 4 16 13-4 BR4E 5 Z 3 8 WW2 8 44 7-4 WW2 8 42 7-4 W . WW3 4 2 - 11-8 WW3 4 2 . 9-8 1 BRIE 4 8 8-10 EPCS 5 5_7 15--0 W EPC5 6 7 18- BR4E 5 2 8-10 EPC6 5 16 3-0 _ EPC6 5 16 3-0 _ EPC8 8 11 3-0 EPC8 8 11 3-0 BR3E 4 23 3-6 ---- - EW1 4 18 13-3 EWI 4 18 16-10 EW2 8 42 9-8 EW2 8 50 8-10 1 E _190BUTMENT ND.1 90 A A a 19 -5-1 _2-4 0-5 0-2 0-9 EW3 4 2 9-9 EW3 4 2 14-8 BRIE 4 8 7-5 BR5E 5 19 4--1 1-112-2 1-6 � E D4 8 86 7-6 D4 8 92 7-6 BR4E 5 2 7-5 BRIE 4 8 10-8 BILL OF REINFORCING STEEL ►90 ABUT 1 - - W -_ _ — _._ BILL OF REINFORCING STEEL — 190 ABUT 5 ] BR4E. 5 2 10-8 g g B B _ s _ c B B BR3Ej 4 19 3-6 C I \ A r3 A D 4'E1 ., g A AF A nA A�C A --� A C D-4E1 ." A A AnA A' C E -- BR2E90 BU�MEN9 N0�5-1 4 0-5 0-2 .0 9 O../ _ _ _ BRIE, 4 8 . 10-8 BR5E 5 19 4 1_ 1. 112 2 1-6 TYPE--1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TYPE_ 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 J E BR4E 5 2 10-8 STRAIGHT BARS BENT BARS All dims. are out to out STRA'GHT BARS i BENT BARS (AII dims. are out to out —� W MARK SIZE N0. LENGTH MARK SIZE N0. TYPE LENGTH A B C D E MARK S17E N0. LENGTH MARK SIZE NO. TYPE LENGTH A B C D E BRIE 4 8 7-6 -- - - - BW1E 5 4 44-7 BW4E 8 87 5 12-3 .10-8. 1-7, _ BW1E 5 4 43-7 _ BW4E, 8 85 5 12-3 10-8. 1-7 W BW2 5 18 44-7 BW5 4 87 2 6-11 1-8 1-8 8 1-3 11 BW2 5 18 -43-7 BW5 4I85 2 6-17 1-8 1-8 8 1-3 11 BR4E. 5 - 2 7-6 BW3E 6 87 7-1 BW6E 4 87 6 11-9 5-5 11 BW3E 6 85 7-1 BW6E 4 85 6 11-9 5-5 11 BW7 B6 8-0 BSI E 8 28 46-0 BS3 5 87 6 9-10 2-10r 4-2 BBSI S2 E 2 5 5 8 4 -0 BS3 5 85 6 9-10 2-10 4-2 BS2 I BR3E_ 4 19 3-6 j _ - 85 5 1 D3 5 28 5 5-4 4-61 10 D3 5 28 5 5-4 4-6 10 NOTE: PC 1 _ 6 48 46-2 D2 9 20 4 5-10 4-6 1-4 1-10 _ PC 1 6 48 45-2 D2 9 20 4 5-10 4-6 1-4 1-10 The suffix ""E'"(BR3E) denotes epoxy PC2 6 166 12-8 D1 9 20 3 5-10 4-6 1-4 1-10 PC2 6 162 12-8 01_ 9 _ 20 3 5-10 4-6 1-4 1-10 coated reinforcing steel(typicol). PC3 6 44 12-8 PC3 6 43 12-8 PC4 7 88 12-8 PC4 7 88 12-8 PC5 6 42 4-61 PC5 6 42 4-6 WPC5, 6 7 15-61 WPC5 6 7 13-6 WPC6 5 15 . 3-0 WPC6 5 14 , 3-0- STATE OF MONTANA WPC8 8 - io . 3-0 WPC8 8 10 _3-0_ WWI 4 16 . 14-2 WWI 4 16 13-2 DEPARTMENT OF TRANSPORTATION WW32 8 42 11-8 f WW3 7-4 WW2 8 42-_ s-7 Iifr'' DIVISION OF HIGHWAYS I r�it EPCS 6 7 13-3 II I EPC5 6 7 15-7 BOZEMAN INTERCHANGE STRUCTURE EPC6 5 13 t 3-0 EPC6 5 16 3-0 AT NO. 19th AVE STA. 35+26.37 EPC8 8 19 ;3-0 EPC8 8 11 3-0 EWI 4 16 12-10 EWI 4 16 14-1 FEDERAL AID PROJECT NO.HPD—IR 9113 (001) EW2 f ao . 4 EW3 4 2 8-6 - i EW2 8 44 7-11 DESIGNED WJH 1-10-92_ GALLATIN COUNTY .. - - - •__.- _ --_ - EW3 4 2 11-5 DRAWN W JH z 10-s2 RR/190—BILL OF REINFORCING 04 8 84 - 7-6 - �- - - D4 8 86 7-6 --- CHECKED CWK 7-17-92 S.T.L.APPR. REVISED REVISED DRAWING NO. 15212 ED. ROADSTATE FEDERAL AID S SPAN N0.1 SPAN N0.2 DIV. N0. PROJECT NUMBER SHEET NO. - Bent No.2 C Bent No.3 e oNTAwHDP IR 9113 f001)Brg.® Abut.No.1 61'-7" 108'-2" 821_ B N7 60'-0" --- -I - -105'-0' e, Low Bent 611 Bent No.2 �\lp 9. Brg. �� 9 erg. Brg.® Abut.No.l Y1'=T �� 11 Brg. `��s* Edge of ---- - 38'-0" 22'-3 3/4" i �- DIMENSION TABLE Deck Slab- - - -----� \- -------- - -- - i �2 Type BENT N0. A B C D - -- ----- y - ------ - ---- ------ �I --- --- ----- f� 'L IV Bm. 1'-2 1/16" 1'-5" 1'-4 15/1 I / R 1G1 y 's. 2G1 j ---' j > s` --- 3 �1/16" 1'-2 3/16 1'-4 � - ' � 2-6 1/4" 4T21'30"'� A`. --4 46'58" 2"OHole or 4721'30" 'i I i, NOTE; 1G2 I 2G2 %/ o� 2. 1"OThreaded Insert End / / ,! ti6 C- D _ See Erection Plan Diaphragm- /, ;�'-8 1 8" -� for bridge skew. 10'-4 1/ " 39'-0" i-�- � - ,;i --J ,j% 0�`ti51 INTERMEDIATE BENTS / 1G3 zc3 h�ti0e° MODIFIED_ BEAM_ END DETAILS 18'-2 11/16" (r Structure Chord 36'-10_ 5/8" g�A .P ----_- Scale: 1/2"=1'-0"-- h i - - ' - Structure Chord ��Q ---- - ------ �, o C � iG4 2G4 - T E N T H P 0 1 N T S L A B O F F S E T S T A B L E 26'-o c ti - - -- - / -- -- --- --- - - - -- - - - --- - - - i / � -__ _-._ -- �-----o,, Q � LEFT EDGE RIGHT EDGE LEFT EDGE RIGHT EDGE cj} ��O______ `.� �� OF SLAB OF SLAB OF SLAB OF SLAB --- 01 TENTH OFFSET TENTH OFFSET TENTH OFFSET TENTH OFFSET } / 1 G5 �r 2G5 29'-1 3 16" \f � � ,°�, Q• _- - / - �\ \/\ ,0 PT DISTANCE PT. DISTANCE PT. DISTANCE PT. DISTANCE 33'-11 1/8" h d +� --- - 2G6 i J(/ 0.0 3-5 15/16 0.0 +-4 3/16 0.0 3'-1 1/8" 0.0 2'-10" 1G6 �� - 1 3'-4 7 16 0.1 3-1 5 16" 0.1 2-10" 2'-9 5/16" f 21'-3 3/4 0 _ -4 --- -- -- - ---- F 0.1 3' S 15,16 0. / r� / / ' 1�Q Left edge o cN n "r u) co N Do o, Ilo 0.2 3 5 7/8" 0.2 3 4 1/2" 0.2 3 1 7/16" 0.2 2' 9 15 16" of slob o 0 0 0 0 0 0 0 0 0 0.3 3'-5 13/16 0.3 3'-4 1/2" 0.3 3-1 7/16" 0.3 2'-9 7%" iG7 -- 2G7 /!i 1 Z - Z -6 5/16"j, Brg.or �-�-1-i 1 LI_ 0.4 3'-5 111i6 0.4 3'-4 3/8" 0.4 3'-i 5/16" 0.4 2'-9 3/4" / -10'-7 1/2" , ` \ Bent 0.9 3-5 9/16" 0.5 3'-4 1/8' 0.5 3'-1 1/16 0.5 2'-9 5/8" - -` 1G8 2G8 ' y r Z 0.6 3'-5 3/8 0.6 3-3 13/16 z 0.6 3'-0 3/4" 0.6 2'-9 1/2" - Exterior - 0.7 3-5 1 8" +0.7 3'-3 5116 Q 0.7 3•-0 1 4" 0.7 2'-9 5 16" E Grrd r - _ _ - .- -- - - - - - - - - -- ` - xterior 1 3, _ --- e 0.8 -4 7/8" 0.8 3•-2 3/4" � 0.8 2'-11 11/16 0.8 2'-9 3/16" -- --- - End Diaphragm ! Girder V) - - - - vT -- - - - - I Diaphragms - -- _ t't 1 1 � � 0.9 3 4 9/16 0.9 3•-2" 0.9 2•-11" 0.9 2•-9" End Dia hra ms -._ - - - -- --- --- ---- Edge of Deck Slab 39'-0' 5' 8 13/i6" i 1 } 1 1�-1 Brg. 1.0 3'-4 3/i6", 1.0 3'-1 3/16" 1.0 2'-10 3/16 1.0 12'-8 7/8" k- Bent Intermediate Diaphragms - -Intermediate Diaphragms- i 17 1 i-I-I-A I ( 7 - 0.0 '3'-6 11/16 0.0 3'-4 7/8" 0.0 3'-i 11/16" 0.0 2'-10 11/16" where shown where shown o •- n v 'n o rn 0.1 '3-6 3/8 0.1 3-4 1/16 0.1 3'-0 7/8" 0.1 2'-10 7/16" 0000000tiod Right edge N - - -- . .- 18_5 3/4" - 39'-0" J o,o of slob 0.2 3'-6 1/16 0.2 3'-3 5/16" 0.2 3'-0 3/16" 0.2 2' 10 3/16" o O 0.3 3•-5 13/16 0.3 3'-2 3/4" O 0.3 2'-11 5/8' 0.3 2'-10" Bent No.3 SPAN NO.3 Bent No.4 SPAN NO.4 Brg.® Abut.No.5 z - - -- - -- - - Z 0.4 3'-5 9/16" 0.4 3'-2 1/4" 0.4 2'-11 i/8" 0.4 2'-9 13/16" 108'-2" -- - , PLAN - -- �. _ __- 51'-7" z 0.5 3-5 3/8 0.5 3-1 7/8" Z 0.5 2'-10 3/4" 0.5 2•-9 111i6" - - _ - - 1 105'-0" 50'-0" TYPICAL SPAN 0.6 3'-5 3/i6• 0.6 3-1 5/8" 0.6 2'-10 91i6 0.6 2' 9 9/16" -- - - - - - No Scale CL CL 0.7 3-5 11i6 0.7 3-7 1/2" ¢ 0.7 2'-10 7/16 0.7 2'-9 7/16" Bent No.3 -1 Bent No.4 0.8 3-5" 0.8 3-1 1 2 Q 0.8 Z' 10 7 i6 0.8 2'-9 3 8" --CL Brg. ? - - --- .3 ergs. n 1'-7" - 9 v1 - /-- t' - - -/ -- ergs. 0.9 3-4 15/16 0.9 3-1 9/16" 0.9 2-10 1/2" 0.9 2'-9 3/8" ergs.- / Intermediate 1.0 3-4 15/16 1.0 3'-1 13/16 1.0 2'-16 3/4" 1.0 2'-9 5/16" X� Diaphragms Edge of �� / where shown --T Brg.® Abut.No.5 ��• Deck Slab 1'-7" I i, Brg. Brg. j'\<�ya - \ � r 3G1 r�. 27-6' �� -48'43'22 �y -� ,-- - ,. A. �/ � rJ r-� Type IV-\ j Hole / Beam 48'19'24 �. 5/16" 48 43 22 -- - 3G2 48'19'24" `/ 19'_10 1/4" 6� 2"O ,- I 4G2 ti• , - Hole 13/16� - 1 3G3 ---- 4G3 ,12'-2 1/2t/ 5�ry Dec •y� ---L-- I 1 -6_�8" 0�o P ABUT.NO.I ABUT.NO.5 21'-5 5/16'" - 24'-3 1/8" -- -,�-4'-B 3/4" /i .� - - 71 MODIFIED BEAM END DETAILS 3 ` / Structure Chord 3G4 �` j q Structure 0 Chord 4G4 o I g�1/ Q' ^29'-1 3/4" Q. - Scale: 1/2 1'-0, Z77-, f- -- - --- /_�1� - 3G5 �� STATE OF MONTANA 36'-10 1/4" . ��Q 13'-5 5/8" i9 Q 3G6 I ,�1 11 4G6 � DEPARTMENT OF TRANSPORTATION 7'-6 11/16" ��- DIVISION OF HIGHWAYS End ti' i 6 6 Diaphragm _3G7 I 00 ~ 4G7 / �I BOZEMAN INTERCHANGE STRUCTURE i5-3 3/16" �/� ��� 30'-1 3/4" �j ��Q AT NO. 1 9th AVE STA. 35+26.37 , 3G8 4G8 FEDERAL AID PROJECT NO.HDP IR 9113 (001) -End Diaphragm _ -`-- --- - - -- - --- - - DESIGNED BK -29-92 GALLATIN COUNTY Edge of Deck Slab -End Diaphragms DRAWN CJA 5-29-92 CHECKED BK 7-17-92 190 - ERECTION PLAN 22'-11 11/16" 37'-0' 39-0" �- 19-10 1/4" 22'_-6^ S.T.E.APPR. - ---- --� Sco.'e 3132"-,-0", ercent as noted REVISED Intermediate Diaphragms--/-- - - --- ----- REVISED DRAWING NO. 15213 $221E- 5 Ttl/au h S289E-//5- ED. ROA FEDERAL AID 'S1D1L-#5 Through $173E-#5 NOTE' NOTE: g n ��TE' OIV, N0. STATE PROJECT NUMBER SHEET N0. S a.® 6"ctrs. 4 The suffix "E" denotes epoxy� Spa.® 6"ctrs. Concrete barriers shall not be Refer to Dw No.SL-5 & P �� (Typ.Top & Bottom) placed for at least 72 hours Dwg.No.15216 /or (Typ.Top & Bottom) \i. coated reinforcing steel. B IONTAN HDP IR 9113(001) 822 after the concrete in the slab additional slab details. S220E 5 Throu h 5174E- BILL OF REINFORCING STEEL - 5174E-#5 Through S220E-#5 has taken set. 9 #5 - I Spa.® 6"ctrs. Spa.® 6"ctrs. I C C it 2 Each Per Line 2 Each Per Line a 8 (Typ.Top & Bottom) (Typ.Top & Bottom) n -S099E & 5100E- 5 Transverse bars ® 6"ctrs. v C Horiz. 4 ines _54 L # _ —�_ \ �r A Le A A A A " \ A A 9 ' 1 each line T .to & bottom 6" 6" D C# A ( )(YP P ) � 0 3/4 1 B B B B 6 / Ede of �� 3� - - - / (Alternate Splice Locations) / Slab TYPE 11 TYPE 2 TYPE 3 TYPE 4 TYPE 5 S RA HT BARS BENT BARS oil dimensions are out to out T IG A EN y _ _ Mark Size No. Len th Mark Size No. Type Len th A B C D Exterior Bi00E 4 192 4 '-0 B7E 4 846 1 __5'-1 _2'-4 0'-5 -1J 0'-9 •p ° �"� ° o-` -\ IN �yy Face of Barriers 13101Ef 4_ 24 26'-1 B_2 5 846 3 _4`-3' 2`- 1'- 2'- II 33E 4_ 846 2 3'_0_ 1'-1 1'-2 Barrier only SSE 5 111 '-d - - / p 3 Span Chord c ` iv n�N II n S6E 5 98 10'- D4E 4 420 5 4'-11 1'-9 0'- 0'-5 •'�� I n.c° a W a (TYP.) ° w ® m c d / II _ D7E- 4 378 4 9= J'- 0'- • o aW_ o 0 2 / v I I 5099E 5 1088 J1'-6' 70 m T o .- .0 y coo- ° --II / I - S 100E 1088 _ slolt - 2 1'-5 w o " y ID c I 4 S 102E _i_1 t STRAIGHT BARS STRAIGHT BARS v•� / .c w,c ctOi7 m / I , St03E 11 2'-3' Mark Size No. Length Mark Size No. Len th II I Tr nsverse bars ore to be W ; / w a 3 w I ° / I I _2 St04E 3-0 5773E 5 3s'- 524AE _ 2 27-9 9ced perpendicular to o °ate a o o LO `n h n a i —_ I / 5105E 3'-6" 5174E B_ 21'-1 each span chord. vi N` y ° , Face of a 5106E_ 4- S175E 21'- 524Barrier / — S107E _ 4'-�5176E 2V-9 S24 - 26'-1 S108E _ 5'-1 5177E _ 2Y-:6`- S246E 25'- 11 S11DE 6'-� 5179E 22'3 5248E 2�-5 SI11E 6'_8 5760E 22'-9 5249E__ 23'-10 Bent No.2 - Bent No.4 Brg.Abut.No.5 5172E _ 7'-,Tr S181E 23'-0 S250E 23- 1 S173E T-9 5782E 23'-3 S251E 22'-9 --� Brg.Abut.No.i / - Bent No.3 --- I + Li ht Pole Mountin J Edge of I 1 Sf-14E _8'-3 5183E 23'- S252E _ 22'- 9 9 NOTE: Slab 5115E 8-1 5184E _ 23'-10 S253E 21'- _ ® Sto.34+65(see Det's. 5716E 9'-4 S785E 24'=0 5254E 21'-0 SLAB REINFORCING DIAGRAM Lap all #4 bars I'-9"min. BARRIER RIB DETAIL 717 _ s'-1 sie6E - 44'- S255E 20'- on Dwg.No.75216) Lap all #5 bars 2'-2"min. 5718E _ 10'=5 S187E 24'- 5256E 19'-11 Scale: 1'"=20' Alternate Lapped Splices. Scale: i"=1'-0" S1 t9E 10- 7 S188E 24'-f0 5257E - 19'-4 S120E _ I V-5 5189E 25'-2_ 5258E 78'-9 5127E 72'- 5190E 25'-5 5259E NOTE. S722E 121- 191E 254- S260E 17'- Top of barrier to be S12JE 13'-0 5792E 25'-11- S261E 17-1 5124E _ _ 4'-7 1 - 5193E 26'- _S262E 16'- 8-8100E-14 lo%t. finished parallel to the S125E 1 5194E _ 26'- S263E 16'-0 barrier bars as shown. finished grade at the S126E 14'-8 5195E 267- 5264E ( 8 per line- lap with barrier face. S127E 15'-2" S196E 27'-0 S265E B10)E-#4) S129E '- 98E 2T- 526E� 7 66F '-10" 16 57 S13E 16:. 5199E 2T-9' S268E of Roadway l S731 =E 77 5200E 28'-0 5269E 72'- _ I 732E - - 17- 00 5207E a 3 5270E 12'-0 Level -- - - - 28'-8" 1 -g" S__ 4'Dio.PVG — -- - - - - - 5133E I*a-4 5202E 28'-7r 5277E 11'-5 Level Utility Conduit This barrier NOTE: S134E 7a'-10 203E 28'-10 2 2E fo'-71 does not have S135E 19'-4 5204E 29'-2 S273E 70'-4 (Typ.Ext.barrier Reinforcing steel in barriers is typical. Dimension "D"(fop of beam to 573sE - t9__10' 5205E 29'-5 5274E __ 9'=9 ribbed edge The 4" Dia. PVC utilityconduit cost to be to of slab =8 1 2 0 (1 Br s BiE- # � of Structur P )- / 9" S137l= 20'-5 5206E 9'- 5275E 9'- U-Bars S5E- 5 longit. included in the unit price bid for Dimension varies at tenth points. 5738E _ 21=- S207E 29'-11 S276E 8'- ,..� 9 Special Deck Concrete'. S099E & S100E-#5 Transverse See Dead Load Deflection Table 5139E 21'-6 S2 8E 30'-j- S277E 8'-1 ( to match bars Or. over 3'-3" 1 bars at 6" ctrs. this sheet. S140E 2 '- 5209E 30'- 5278E 7'- B3E- 4 intermediate bent 2 3 8" Clr. 2 s a-® 5147£ 22- S2t0E 30'-9' S279E _6'-17 / - 9 -� 6" ( Typ. top and bat. ) 2" S142E 2J'-0 S21IE 31'-0 S280E _ to 3/4"Double chamfer 6 3" 5143E 23'- 5272E 37'- S2IE S'-10 I bars to lap 82E-#5 /--- - S300E-#4 Top longit. bars at obt. 1'-6" ctrs. S744E 24'-2 9213E J1� S282E _ _ _5 \ ® obt.10'ctrs.E.F.- r.� with all. (to match Slab ""T"- 7 3/4' ! ( 8 per line- lap to 5301E- #4- Typ. ) 5745E 24'-8 5214E 31'-10 S28JE - _ 4'--� transverse I B3E-#4) 1 I-1"�1 6 s o.® 7'-1"t �� S146E 25'- 15 J2'-1 5284E 4'- S147E 25'-9 S216E 32'-4' S285E _ J'- slab bars. —T + Super Varies 7"= .-6" I S400E-#4 Bottom longit. bars spa. as showm. o S148E 26'-4 5277E J2=3 5286E - ( 8 per line- lap to S401E-#4- Typ. ) jk' 170"Rad. S749E 26'-10" 5218E 32'-7 5287E - -�_a_•-` y'--—� ^-'—T �—^-,------ �_ � ^ Constr. 5150E _ 2T-4 S279E 3'- S2M8E_ t.(Horiz.)5752E _ 28'-5139'-� 5289E 5 1 _ 5153E _28'-11" 5222E 9'-1 1 1/2" L1" Clr. 5154E_ 29'-6F 5223E 38'-6 S300E 4_ 368 40'- Cr -y 5755E J0'-0 S224E 37`-11 5301E 4 46 26'-1 E S225E S15 6 _ _37-4 2 Slope S157£ 31'-1" 5226E _ 36'-1� 5400E_ 4 680 40'- Varies S158E 1'- 5217E 6'- _ 5401E 4 85 1 7/2" S159E J2'-22'_S228E 35'-8` _L 5760E _ 32'-8' S229 J5'-1-r 5161E _ S230E. 34'- D7E ___ 6_ 0 0 Groove pp 3" S163E_ 34'-9 S232E 33- 03E 6 84 9(ConlinContin ous) Std.Interm.Diaphragm � I S164f 34'-10 5233E J2'-10 _ _ (See Dwg.No.SL-5) S165E 35'-4-S234E 32'-4 OSE 4 108 5166E 3 '-f 6 S235E 31'-9 D6E 6 108 6'- Varies _ 7 Equal spaces (8'-7 3/8"Avg.) 5167E _ 36'-5-5 S 6 31'- __ Varies S168E 36'-11 S237E 30'- D8E 6 76 5- See Erection Plan Dwg.No.15204 for beam spacings 5169E _ JT-5 S238E - 9776E -38'--0 5239E 29'-6 66'-7' S 171 E 38'- 5240E 28'-1 t 72 57E _ J9'-1 S241ET 2 2B'-4 TYPICAL ROADWAY SECTION STATE OF MONTANA DEPARTMENT OF TRANSPORTATION BEAM DESIGN STRESSES Prestressed Concrete B am � Beams shall be fabricated in DEAD LOAD DEFLECTION TABLE = a DIVISION OF HIGHWAYS Span No. accordance with Std.Dwg.No.B4 except as modified hereon. // �✓`, 1 2 3 4 Maximum f'c (compressive strength of concrete at 28 days) Span Length - Tenth Points %+ F BOZEMAN INTERCHANGE STRUCTURE Span Length C Brg.to CL Brg. 60'-0" 705'-0' 105'-0' 50'-0" for design shall be 6000 p.s.i. for oil spans with the 1 2 3 4 5 ft. 498 1526 1526 346 exception of the 105' span. The 105' span shall have a No. -- Beam D.L.Stresses (p.s.i.) ® 0.5 Point maximum f'c (compressive strength of concrete at 28 days) Initial Initial Initial Initial initial AT NO. 19th AVE STA. 35+26.37 fb. -421 -1289 -1289 -292 for design of 6700 p.s.i. and the strength at release shall t 60'-0" 1/8" 3/16" 1/4" 1/4" _ O Total D.L. + L.L. Design Stresses (p.s.i.) ft. 1343 3816 3816 962 be 6100 p.s.i. Design stresses without prestress are listed 2 105'-0" 3/4" 1 3/8" 1 13/16" 2 1/16" 2 1/8" FEDERAL AID PROJECT NO.HDP IR 9113 (001) __ fb. -1567 -4099 -4099 -1152 in the table to the left. 3 105'-0" 3/4" 1 3/8, 1 13/16" 2 1/16'_ 2 i/8" DESIDNED DESIGN 4-92 GALLATIN COUNTY *Factored Moment at Section (ft.-kips) Mu. 2880 6822 6822 2179 - - __ 4 50'-0" 1/16" i/i6" i/8" 1/8" 1/8" DRAWN DRAWN 5-92 *Mu = 1.3 (D.L. + 513 o ent +1)] NOTE• Dead Load Deflections are symm.about 0.5 Point & do not include beam Dead Load. CHECKED BK 7-17-92 190 - SLAB DETAILS NOTE, The nominal moment strength of the section (Mn) shall be S.T.LAPPR. greater than or equal to Mu/0 where 0 = 0.90. REVISED Scale 3/8"=?'--0 exccot as noted REVISED DRAWING NO. 15214 DESIGN DATA NA DEPARTMENT OF TRANSPORTATION I _.. ..,,4. `�••• I• u� ... � �.�..�. .... I`I 1 .•. ADT-1992 7328 ...... J ACT fi DHV 1,200 `�•�� FEDERAL AID PROJECT NO. RS 235- 1 (3)7 0 3 %-45% .,�,..�\ I I `.:.,.�� ,.. �fly � "' •• T 3 �;y • ,^ S.� 1 c"c C „1 ti '�• ALL TRUCKS 25 r GRADE GRAVEL & PLANT MIX SURFACE V 50 MPH LETTIN ORTH 19TH AVE INTERCHANGE - BAXTER LANE N G DATE '` — "'•,`-J-__�.• _� ( A LIMITED ACCESS FACILITY J w- PROJECT SITE GALLATIN COUNTY - - LENGTH 0.8 MILES SCALES HORIZONTAL+' I Inch=100 Feet VERTICAL, I Inch.- 10 Feet CROSS SECTIONS-HOR. & VERT.t 1 Inch= 10 Feet REDUCED PRINTS APPROX. I/2 ORIGINAL SCALE R. 6 E. R. 6 E. �rk3• � ..i l.nde �• GA LATIN COUNTY i �� 1•�� APPROX. SCALE: 1" = 4000' SURFACING SOURCE CONTRACTOR FURNISHED 1� I �E ► •�h e is, .,'�• BOZEM N ol • y 1 \ • M• qi ..�:. y.:. n, ... - •___ �('. -_-�'_- ,J'_-__�_ ��� to STATE OF MONTANA DEPARTMENT OF TRANSPORTATION RELATED PROJECTS H - V APPROVED KT, 4 ui MO N '� ~ as NORTH 19TH AVE (FAU 1201) 19 Q U - n� OAK 5T (FAU 1202) cc ' DAVID S. a 0 MARVIN DYE JOHNSON - N.19TH AVE.INTR.IR 90-6(60)305 Z DIRECTOR OF HIGHWAYS i 2438E Vr a BY 11 of, S C W TE0.E m Z f'�6iNE ER O LU PRECONSTRUCTION ENGINFFR O ^ t7 U S DEPARTMENT OF TRANSPORTATION ILO uD M FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT + I 04 of In + r AGREEMENT NUMBERS a 0 Q Lf) APPROVED N N R W a I.G. RS 235-1(2)7 (q N THIS CONTRACT N c _P. E. RS 235-1(1)7 _. 0.8 MILES DIVISION ADMINISTRATOR DATE -Edge of Deck Slab ED. RDA FEDERAL AID 1--42*38'30" DIV. No�STATE 1224'7'26" PROJECT NUMBER SHEET NO. 22*5 7'58" 8 IMONTANAIHDP 9113(001) B23 Conc.Barrie - "I / Edge of Deck Slab 4 I'l 6'38" to ----- - - ---- 3" Conc. Barrier- I f Prestressed Conc.Beams,' Type IV Prestressed Conc.Beoms Type IV Prg.0 Abut.No.l-,, Brg.@ Abut.No.5-, \ Sta.27+39.74 Sta.30+56.26 CL Roadway Brg.0 Abut.No.1 Brg.@ Abut.No.5- A % Sto.33+56.58 Sta.36+86.15 Roadway See Joint Opening -Varies 0_1 J � Notes this sheet Guard Angles L7x4x3l8 A (Typical) Abut.Backwall- (Typ-) --Compression Seal r, -Abut.Bockwoll (Typ �-Varies C NOTES .----Guard Angles L7x4x3l8 /1) -.-- -Prestressed Abut.Backwall- (Typ At/ plates, angles, and anchor bars shall conform to A.S.T.M. designation A36 and .... ..... Conc. Compression Seal shall be paid for in the Lump Sum Bid Type IV t.Backwall-, (Typ.) for Structural Steel. All bolts shall conform to A.S.T.M. designation A325 unless Abut.Backwoll 'roPrestressed otherwise noted. /7� Conc.Beoms 13 13 The entire expansion joint guard angle Type IV cl� (Typ.) Conc. ca shall be set 118" low. Barrier 3 Shop plans shall be approved by the State 24*7'26" li __ - 2*5 T58" 1 Conc. Edge of Deck Slob A Barrier of Montana, Department of Transportation STRUCTURE OVER M.R.L. STA.28+78.00 (Typ.) before fabrication is begun. All necessary precautions shall be token Scale: 114'-1'-O" Edge of Deck Slab to assure that the concrete is well 41*16'38 compacted under the joint angles. The joint assemblies shall be accurately and 42'Jb"30" firmly held in place while the concrete is placed. The method of holding the joint AJ 112"Rd.Air Relief assemblies in place shall be strong enough STRUCTURE OVER 190 STA.35+26.37 (Typ.) Holes 0 I -O" to withstand contact with the concrete Scale: 114"=I'-0" ' ctrs. vibrators. Varies Drill 5116"Rd.holes 0 1/2"(Typ.) Temperature range: -45*F. to I 10T. I'-O"stoggered ctrs. 2" with mean temperature of 32.5'F. *1" Minimum @ 110' F. in 8 direction. for 114"Rd.bolts for — Dimension Varies depending upon boltin For requirements and payment of Compression Seals, see Std.Specificotions. manufactures recommendations. Total movement from -45' to 110' F. 7 The compression seal to be sized by *Verify with installation gap and total movements to 2" in 8 direction, Compression the seal will not not experience a "loose" condition. Varies Seal Supplier Cut PL flush with Compression Seal 11 3" face of barrier Slab and backwoll reinforcing is omitted 4"Dia. PVC Set Guard 5'. �li F'i i for clarity, Utility Conduit-, 4"Dio. PVC .11, Q f Guard An L7x4x3l8 Utty Conduit Angles 118' (See detail this sht.) -L 5- 00 DO 2"x5116"x9" below deck Bar 114" Anchor Bars 2"x5116"x9" (TYP.) surface- 112"PL .2 7, 2"x5116"x9" Anchor Bars-, 7V� x114 (Space as (Typ.) Anchor Bars s O.,_T Constr. yp.) -Typ.) ILI 114 hown (Typ.) (Typ.) 3116 ---------- -- ------------ Joint L7x4x3l8 PL 112" 114"Bor _4 -Compression Seal 4 ...... GUARD ANGLE DETAIL - ---- - ----------- - -- - Scale: 3"=l'-O" NOTE: Guard angle may be furnished in Guard Angle X 1 4 4 two pieces with end anchor bars 6" , 18 L7x4,3 :> Abutment Bride Deck .X.from each end, in which case STATE TE OF MONTANA Wingwall- < g the angles will be field welded TYP>3_116�� together. Recess angle 118"below DEPARTMENT OF TRANSPORTATION A Abut.Beoring 4 4 finished grade and hold in accurate Seat Wall position while concrete is being placed. DIVISION OF HIGHWAYS 114"xII4"Bor- For Guard Ang/W 4 BOZEMAN INTERCHANGE STRUCTURE see detail this sht. 4 4 AT NO. 19th AVE STA. 35+26.37 1'-J5"Bockwoll FEDERAL AID PROJECT NO.HDP IR 9113 (001) GALLATIN COUNTY 4 4DESIGNED 8K 5-29-9; DRAWN BKICA 5-29-9 CHECKED Bic 7-17-92 RR/190-DECK JOINT DETAILS SECTION A-A SECTION B-B SECTION C-C S.T.L.APPR. Scale .1'­_"", JS Scale: I 1/2"770__ Scale: 1 112"=1'-O-' Scale: 1 112-=V-0" REVISED noted REVISED DRAWING NO. 15215 Deck 4'-0 EEG. RDAD FEDERAL AID DIV. NO. 'TATE PROJECT NUMBER ;SHEET N Brg.® Abut.No.1- C Brg.® Abut.No.S Slab Br .® Abut.No.S �8 NONTANAIHPD-IR 9113(001) % B24 Brg.® Abut.No.1 g / _ Sto.27+39.74 Sta.30+56.26 Sta.33+56.58 Sto.36+86.15 / 1/2$ l ti - - - ---- - - 1 - - - `- - BILL OF REINFORCING STEEL Roadwayg - - � Roadway , B B 1 1/2"0 Rigid-� ' 7 Al A A C A Steel Conduit Cap End C I T B A B 1'1 EXP. JOINT � Conduit Exit- j o -EXP. JOINT Bottom of TYPE 1 TYPE 2 TYPE 3 Slab SECTION A-A 1� \i STRAIGHT BARS BENT BARS All dims. are out to out Abut.Backwoll � i Scale: 1 112"=1'-0" EXP. JOINT i MARK SIZE N0. LENGTH MARK SIZE N0. TYPE LENGTH A B C /'�_ --Abut. :i 5 EXP. JOINT L3� 5 2 2' 5"- L 1 E 6 8 Bockwall I' ,� --- - 2 14'-4" �T-0" 0'-4" L4E 5 I. 2 _�3'-4" L2E #5 4 2 14'-4" 7'-0" 0'-4" l Abut.Backwall / L5E_ J5 2 4'-5" L6E #5 2 1 8'-4 1,-8" 3'-4" 2'-4" a ��Prestressed - - Ll f ri Conc.Beams Prestressed ,' -Abut. I L7E 6 2 3 4'-0' 0-4" 1'-0" 0'-8"- / -- -------- - 7 /� �, Conc.Beams - Type IV o O / -- '--- Bockwol! --- - + Rid Steef I l ---- - P IV - - + - - - --- --.. -- -- -- `F T ��- -- Tye - - + Conduit Exit of J 9 p Bottom of Slab 1 Conduit -_ -1- -- _ - -- -' 1 -- --- - t Co C. /{- Conc. 4'-0„ A f - - Ede o Deck 1- D c Slab Ed I Deck 1 i i e o Slob Burner -y Conduit Exit 4 Barrier Edge A(Sim.) A Bottom of Slab F, STRUCTURE OVER M.R.L. - STA.28+78.00 STRUCTURE OVER 190 - STA.35+26.37 NOTES Conduit shall be securely held in CONDUIT TERMINATION DETAILS accurate position while placing concrete Scale: 1/4"=1'-O' to assure proper alignment. - 1 112"0 Holes The Contractor shall attach metal pull for 1 1 4"O bolts NOTE: See Standard S 1 1/2"0 Rigid Specifications steel conduit --Lock nut boxes to bottom slab form during concrete Section 676. placement to assure proper position. F CL Light support (TyP') For location of the conduit and concrete bolt pattern t - - t t _ luminair supports, see General Layouts (Dwg's.No.15194 & 15204) and Slab Reinforcing Ed _ 9e of slob PL 1/2"x1'-3"x1'-3" - * - 45° -- - �' �i Diagram (Dwg's.No.15203 & 15214). 112' Drip groove - (Tvp•) The cost of furnishing and installing ^ ) \ ^ 1 1/2"0 Rigid-' `r _- '-I 1/2"0 Rigid all pull boxes, rigid steel conduit, 2-L5-#5 /q. steel conduit steel conduit expansion devices and anchor bolt L2-#5 U-bors - -2-L4-#5 R n 8..- assemblies shall be included in the 11 # I I 1-Flat head screws-------.__ unit price bid for "Special Deck" -7 .- 2-L3- 5 "� _ w _ concrete. L 1- 6 U-bors 7 3 4' 3 % -- i Drill holes and tap - - --Removable - L7-#6 Hoop i-CL Light support for 5116"0 bolls iv - flange 1 112"0 Rigid- -4 r f bolt pattern for attaching to forms '', \ - --I--- - - steel conduit o- -+ ; Concrete surface Rubber gasket Removable Recessed I (Bottom of slab) cover plate Hex head pull box— Metal p - - SECTION B-B cap screws L 1- 6 U-bars- - -r-; - � _1 ' "'r-I J- _ \ , r HALF SCALE 15- / template L2-#5 U-bars "! T i 1 1 r locating pipe sleeves 5-1�2" 1/2" 2 eves 2" �- 5 -�1 I 5116" 4 -- 4 f 5116" 5 - �- I�I pipe sleeves(Sch.40) 7 112" 7 112" -� \ -• -- ---- - -- ' (See Plate Detail t th is sheet ~ --- - - - Recessed 2-L6-#5 PLATE DETAIL f - ---- ^^� t , i Hex heod M cap screws Scale: 3"=I'-0' g STREET 8 ---CC 1 114"0 High tensile LIGHTING �r PLAN _ strength stud bolt Scale: 3/4"=1'-0" (ASTM A-325) Thread ends 2"min. 77 - - - - --- - - --- - - Stagger B3-#4 L-bars 1 1/2"1.0.GOlv.pipe - --- and transverse slab bars sleeve(Sch.40) t 4 HIGH as necessary to avoid (TYp•) A I i VOLTAGE pull boxIni ' r - ", •- ` STATE OF MONTANA Removable Break slab longitudinal 1 112"0 Rigid b+ - OI cover plate bars where necessary I steel conduit --- ---- -- -- ---- - --J Inscribe DEPARTMENT OF TRANSPORTATION 3 12"{ 9D i - ---- letteringshDIVISION OF HIGHWAYS goo", i ' ' I ' � � �n shown) Level Top and bottom of Tack Weld- , - concrete luminair ' =y ;t,\ I I III N I support shall be _ -- ( I BOZEMAN INTERCHANGE STRUCTURE finished level. - AT NO. 19th AVE STA. 35+26.37 Ct Metal pull box-'--- - �'i-Level (For location, see Embed PL- = 2-7 - General Layout's) FEDERAL AID PROJECT NO.HDP-IR 9113 (001) T \ � O as shown PL I/2"xi'-3"x1'-S'- GALLATIN_C_OUNTY Hex nut & cut washer B DESIGNED .K. 5-29-92 LUMINAIR SUPPORT AND or standard plate washer METAL PULL BOX DETAILS DRAWN C.J.A. 5-29-92 METAL PULL BOX LOCATION DETAIL ANCHOR BOLT ASSEMBLY DETAIL HALF SCALE CHECKED B.K. 7-17-92 RR/190 - LIGHT POLE DETAILSS.T.LAPPR. Scale: 3/4"=1'-0" Scale: 3"=1'-0" Scale : 4, REVISED REVISED DRAWING NO. 15216 ED. ROA FEDERAL AID ¢ 2 1/2"Dio.End Post- See General Layouts for SPa� � 1 1 2"Dia. OIV. ND. STATE PROJECT NUMBER SHEET �} / rDimensions are_slope dis(unce ufung � Hand Radom � - - �-- - Guard Fence Horiz.Roils �T A B Spa.® 9 -O 3"x3"x.250 Struct. ERECTION: NOT M it t shall of perpendicular to 1R 9 1 B2: 1 1 -0" �«. Fabric `k *' o End of -¢ End Base L Tube Rail T EREC 0 Rail posts s a be s p p roadway grade and the Band , -'> N Barrier-- T (yp') rails shall be set parallel to roadway grade. *See General Layouts for spacings. c -2"Dia.Line 1 Sleeve Detail ice _T Bridge ® 4'-1 1+78.00 - - - ,_0„ Stretcherx4"x9"—r- I o 9 _ — STRUCTURAL STEEL: The structural tubing shall conform to A.S.LM. A-500 cold fair -__ * (yp) _`*-_ Se this sheet A - 4-1 1 welded and seamless carbon steel structural tubing in rounds and shapes, grade 6 Dimensions are slope distance along Ok Ped_estroin Roil j IE 1/2' 90'R. I I B = 34 Spaces I�1-0 # 9' 0 Spa® 9 Bar Post T Bridge 0 Sto.35+26.37 GALVANIZING: Galvanizing for bolts, nuts and washers shall be in accordance (tYPJ I n To of with A.S.T.M. Specification A-153. (TYPP — - p A = 6'-8 5/8„ -3"bePed. Struct. ^i Barrier End of �-¢ End Base IC i � Tube Ped.Rail(Typ.) i C _ C i Reflector placed � f � B = 35 Spaces PAINTING All roil elements, posts and anchor plates shall be given three coats of Barrier— _ on handrail anchor --J paint as tolled for in the Standard Specifications except as noted. The contractor bolt(see note & " ¢ 2.5x2.5x.25 ✓I shall have the option to galvanize the posts, structural tubing and plates in _ o i Structural Tube accordance with A.S.T.M. A-153. No red lead zinc chromate rimer to be used. p 1 0 T P R 1/2" 90 R• Sleeve (Detail )_ _ - --- �- PAYMENT: "Guard Fence" and "Hand Rail" shall be paid for by the lineal foot ,10 10 � detail this sht. x4'x9 F I 4" { on this sheet which shall be full compensation for furnishing all materials, equipment and labor (TYp•) Top o/ 1 _J necessary"to complete the item. The number of lineal feet of Guard Fence and Barrier U U Hand Rod for payment shall be computed as the sloped distance between ¢ 2.5x2.5x.25 centerlines of end base plates. The cost of furnishing and installing the Guard Fen Barrier G , I and handrail, including all pipe, u-bolts, bolts, chain link fencing,stretcher bars, l n Structural Tube - 9 P P 9. y I (TYP) clomps, paint, welding and other miscellaneous hardware shall be included in the I unit price bid for the appropriate items. :wa c�h - v - {, - l; NOTE: Abutment J _ Abut No.1 is shown, SHOP COAT. Surfaces that will be in contact with a concrete surface after WingwalH- i - - - Abut.No.S is similar. erection sholl receive one shop coat and two field coots of paint prior to erection -_ --_ REFLECTORS: A reflector shall be placed on each Barrier Hand Rail end post and i = ' f -=_ - l HAND RAIL PARTIAL ELEVATION 27'-o maximum centers (at every third railpost) between end posts of the barrie NOTE. Abut.No.1 - between the walkway and roadway. Mount reflectors with the reflectorized face fowl Abut No.1 is shown, -� oncoming traffic. Cost shall be included in the unit price bid per lineal foot of H Abut.No.5 is similar. Rail". Reflectorized (white) material shall be in accordance with the Standard PEDESTRIAN RAIL/GUARD FENCE PARTIAL ELEVATION NOT Specifications. For additional rail details, 1/8"x1" 1/2"Dia.Bolt w/ see typical rail section Fabric Bond-, Hex Nut & Washer this sheet. 2'-0" 11-10" _ Extend Chain_Link_ Mesh 2'beyond end of pipe 2 1/2"Rd. 2"or 2 1/2" ► End Post - -- - Dio.Steel Posts - Chain Link End Cap I r/8 % 6 Go.coiled spring 1 Steel Strop 1/2" Fencing P 9 1/4"x3/4'x12'-0'- tension wire Steel Strap Stretcher Bar iv �a2 NOTE.-Cut chain link mesh to Steel Strop SECTION C-C i � s h5 fit as shown. Fasten mesh to vert.& horiz.pipe with J8 go.goly. Scole : 3" = 1'-D" - r\ steel wire ties ® abt.8"ctrs. �¢ 11/16"9"st �- - - - - -_ for 5/with stud ® 60'F PLAN 4 3/8" bolts with nut 1 1/2"Dia.A-53 Steel Pipe 9' Typ.@ Expansion Joint)_ & washer set 7 into concrete 1 16" Radius ® all ® Splices ® 2.72///ft.(Typ.all horiz.pipe) 3"x 3"x .250 Structural / �3"x 3"x .250 Structural SECTION A-A Tube Roil- exposed corners-- D Tube Rail Guard Fence- ---End Posts:2 1/2"Dia.A-53 Steel Pipe 0 5.79�`/ft. (Typ) Line Posts:2"DIo.A-53 Steel Pipe 0 3.65#/ff. Scale 3" = 1'-0" 1/4' �s 1'-6"Level 5'-0"Sidewalk 1'-6"Level 3/8"PL y Structural �' P.V5"Dia. DraHalf-round 2 7/16"Sq.Sleeve -s 1 -0„sr Pedestrain Rail Barrier Hand Rail -{ Tubing C' -Drill & top for 1with go/4 hex (See Hand Rail (yP') hea cop screw with galv.lock washer t t Typical Section �- _- SECTION D-D 2'-0"® Exp.Jt.(Typ.) �D for details) - u 2 1/2"x2 1/2"x.250 1 SPLICE SLEEVE DETAILS 0 o Structural Tubing'- NOTE: Paint sleeve with two field coats Scale:3"=1'-0" before erection.Joint must ~ TYP"3/16L' `� to .1 -Top of Deck Slab be free to move after pointing. 8 go. golv. steel (Typ.) ' SECTION B-B �., _ `v 3"x 3"x .250 2-5 8" u - Structural i I Scare 3' 1'-0" � --¢ 13/16"0 Tube Rail I l' h p ` \ v - .� 1-J i Hole 0iLid 9 SteelxPot Stra s \� N' F -¢ 1 1 8"0 x1 5 8" Slotted Hole for 5 8"0 x9 1 2" 7 i 90' -IP 1/4"x 2 5/I 1 2 x 4 x 9 y Stud Bolts , 4 1/2'x 9� 1/2" fiber ancho�bolt set 8 into concrete barrier with / ��� i 1 E x 2 5/8" 3 reinforced pads with 1-Hex nut and 1-flat washer per bolt 2 1/2' 1 1/4"Dia. holes to Reflectorized (White) - I 3/16� r. match Base late r' NOTE. Dimensions shown for end base v111 - i' Concrete Barrier Roil-- -_ �! ` s 8'oia.x 9'I d rt 1 p GYP P / �- 4 ~1 3/8" REFLECTORIZED WASHER DETAIL CAP DETAIL -- ( g• ) Anchor Botts I 4 base ore except for interior ntoted. 1 3 8" f _ - See Std.Dw No.SL-5 \ 2" 2" '+ Scale: 3" = 1'-0" Scale:3"-1'-0'" AV 9 � T 1 1/4,. N n + 3 \ 1 = NA °I \ /16 i T 1 gyp - 311s77 �1 STATE OF MONTANA '" x .250 \4 i DEPARTMENT OF TRANSPORTATIC \ "x fP 1 Structural �B �I (TYP�2 4"z9 t Tubing DIVISION OF HIGHWAYS _7T -6"Dia.Half-round 'i 3"x 3"x 250 1/8"Steel shim BOZEMAN INTERCHANGE STRUCTURE P.V.C.Pipe Drains at 12' spacing"' �- Structural Tubing \ + (Floor of drain to > n I -4- - IJ AT NO. 1 9th AVE STA. 35+26.37 be finished smooth) 1\i 1/2� 3• 1/2" 3 4" 2 1 2' �— J/ _ / i 3/a" 2__2_ FEDERAL AID PROJECT NO.HDP IR 9113 (001) O - DESIGNED MM 4-29-92 GALLATIN COUNTY PEDESTRIAN RAIL/GUARD FENCE HAND RAIL END BASE PLATE INTERIOR BASE PLATE SHIM DETAIL DRAWN cJA 5-19-92 RR/190 - RAIL DETAILS TYPICAL SECTION THRU SIDEWALK HAND RAIL BASE PLATE DETAILS CHECKED eK 7-v-s2 S.i.L.APPR. Scale : 1" = 1'-0" Scale : 3"=1'-0" REVISED Scale ; '2`1 „, except is noted REVISED DRAWING NO. 15217 — ---------- ED. ROAD STATE FEDERAL AID SHEET NO. DIV. N0. PROJECT NUMBER -� 9 MONTAN HDP fR 9113(001) B26 ' \ i NOTES Anchor bolts, nuts, and sole plates to be included in the lump sum bid for "Structural ♦ Steer. Elastomeric bearing ads, TFE plates, and Stainless Steel 1 plates for Abutments No.1'/ ��` �'� �` l '��� °' ` 1 , ' ,�♦♦ �,w, and No.5 shall be included in the unit price / - , �♦♦ bid for Elastomeric Bearing Device-TFE. CS ♦ \ Cr C \ j �\� m 6 ,' i \ Sole plates shall be A588 steel. m Anchor bolts and nuts shall be A36 steel n o ' and shall be painted to comply with the U "Standard Specifications". Contractor shall use care in placing this ♦♦ ` weld t o Pad avoid a dd TFEamage plates e El otes o distortiic on of the sole plates. Welding procedure must be approved before placing weld. Maximum 48'4 '22" PP P 9 � 1 }/ 67 Z'2" ♦ �,' ,� temperature of sole plate during welding� shall be 300'17. Any damage or distortion ♦ ti \ shall be repaired at no cost to the State. x r j i Elastomeric Bearing Pad Design Loads: \� D.L. = 107k Maximum. L.L. = 34k Maximum w.o.lmpact. PLAN— 190 ABUTMENT NO.1 EXP. SHOE_ PLAN— RR ABUTMENT NO.1 EXP. SHOE PLAN— RR ABUTMENT NO.5 EXP. SHOE PLAN— 190 ABUTMENT NO.5 EXP. SHOE Scale: 1 1/2"=1'-0" - Scale: 1 1/2"=1'-0" Scale: 1 1/2'=1'-0" Scale: 1 1/2"=1'-0" TFE 1/7 6"x 10"x2'-2"-- '-^' 1/8"-Clr. — PL 1 1/4"x17"x2'-2" F 2-3/4"0 x 2'-7"Long (Bond to Backing PL) (Straightened) ` Anchor rods-shop L - - \ -Stainless Steel welded to PL 1 1/4" PL 7 8x15 1/2"x2'-3 Steel Backing r (Bond to sole PL) PL 3/16"x10"x2'-2 _ 1 1 0 1"Min.Clr. - _ - _ / (Bond to Bearing Pad) Sole PL 1 1/4". 16"x3 x '-0" b ® ° %' 11 (Straightened) �I o PL 3/16"x9 1/4 J 5/8"- -1/2" �� x 2'-7 3/4" -Elastomeric "� -- Pad. - -- -- - - � � � iii T ELASTOMERIC PAD DETAIL Xh, %� '' lr l i '` — AT ABUTMENTS Scale: 3"=1'-0" i 2, 2,, -4 7/16"x10"x2'-2" -3 1/2" _ i Elastomeric Brg.Pod 1/2"i I_ 5" `J 5" 1/_2" (Durometer Hardness 60) T`- 2 1/2-"}� L 2'-t' �J 2 112' I3" 10" 3" C. ---- 1 3/4"x 4 1l2"Slotted -� hole for 1 1/2'0 swedge A anchor bolts. Embed B END VIEW anchor bolts 1'-3"into cony SIDE VIEW EXPANSION SHOE DETAILS AT ABUTMENTS /2'=1'-0" Up Station Up Station rf—li 1 3/4"x4 1/2"slotted — �r 1 3/4"x4 1/2"Slotted EXPANSION SHOE TABLE OF MOVEMENTS Holes for 1 1/2"0 A.B's. Holes for 1 1/2"0 A.B's. Brg.- -� TEMPERATURE STATE OF M O N T A N A PL 1 1/4"x16"x3'-0' - LOCATION DIMENSION o 0 0 0 + ,.64I Bevel_ i/ - 1.141% Bevel 17o F. 90 F. 60 F. 30 F. -45° F. DEPARTMENT OF TRANSPORTATION y Abutment No.] A 3 3/4" 3 5/8" 3 1/4" 3" 2 1/4" DIVISION OF HIGHWAYS ¢a B 2 7/4" 2 3/8" 2 3/4" 3" 3 3/4" A 4" 3 3/4" 3 3/8" 3" 2" BOZEMAN INTERCHANGE STRUCTURE �A � � Abutment No.5 3 1/2" 3 1/2" B 2" 2 7/4" 2 5/8" 3" 4" AT NO. 19th AVE STA. 35+26.37 Abutment No.1 A 4" 3 3/4" 3 3/8" 3" z 1/8" FEDERAL AID PROJECT NO.HDP IR 9113 (001) 1'-4" 1'-4" o Ln B 2" 2 1/4" 2 5/8" 3" 3 7/8" O• ABUTMENT N0.1 & N0.5 GALLATIN COUNTY ABUTMENT NO.1 & NO.5 > Abutment No.5 A 4" 3 3/4" 3 3/8" 3" 2 1/8" DESIGNED BK 4-19-92 R.R. OVERPASS 190 OVERPASS B 2" 2 1/4" 2 5/8" 3" 3 7/8' DRAWN BK CA 5-29-92 RR/190 — SHOE DETAILS — - -- CHECKED BK 7-7 7-92 EXPANSION BEARING SOLE PLATE DETAILS S.T.L.APPR. REVISED except as noted Scale: 3"=1'--0" REVISED DRAWING NO. 15218 D. ROAD " FEDERAL AID 4-2"e Open 4'-U' NOTE: DIV, NO STATE PROJECT NUMBER SHEET NO. 11-D7E- 4 stirrups 0 8"t 11-D6E- 6 stirrups ® 8"f 1'-2"1'-2", 11-D7E- 4 stirrups ® 8"± holes in Int. 2, o" The suffix "E" denotes 8 MONTAN HDP IR 9113(001) B27 -------#-- -- P------ -- -- -P -- -- - -- -P- --- epoxy coated reinforcin - -^�--�^--- PrestcBeams Y 4 1-2-1"ex2'-3" 2-D4E-#6 (Typ-NTYPI) 10 Bar 3"x7" \ 3 1/2" steel. Threaded Rods (Typ.® Int. C I / 6 3/8" rs 3/8" BILL OF REINFORCING STEEL 1 ® Ext. Beams Beams 7 1/8" 7 1/8 I Upper PL 3 V 7" 7" 7" C� 3/8r y A fA A A \-2-D3E-#4 -D3E- 4 -2-D3E- 4 J "r _ # # _ - _ _ 2-D2E- 4- ? � 2 p Ep 1 — -2-D2E- 4 i \ 3 8 TYP• B ——— # l—t `v TYPE 1 TYPE 2 STRAIGHT BARS BENT BARS all dimensions are out to out A 3-DIE-#6. L2 1/2"Clr. 3-DIE` 3-DIE-#6 I Base PL 4" / !1 Mark Size No. Len th Mark Size No. T e Len th A B C (7yp.) 6 ^ i Lower DIE 6 42 10'-3 D6E 6 66 1 10'-4 _3'-2 3'-2 B'-5 Higher —— -Lower / Brg.Seot D2E_ 4 40_ 10 3__D7E_ - 4 88 _ 1 -9 6'_ 2 §`3'-2' Bar 6"xi --- - Br .Seat Br .Seat -rt o D3E 4 28 9 3 9 e 9 r-7 5/16" � D4E 6 48 S 0 — r 1— - - 7 511 6 6,. -- 7 10' 2 3- K1-f�5 N IV 6 3 8� {� --- Abut. I SKI #5 30 6'-6- SK2 5 156 2 Shear Keh D7E_ _ 6- 42 7'-3 _56E 6 66 1 9' 70" 3'- 2'-8" 0'-5 2-Sk1-#5 \ NOTE: NOTE. 3 11/16" 111 02E 4 a0 7-3- DiE_ a _Be 1 s'-o' 2 Abut.Shear Key I �- D2E 4 28 7 _ This Elevation view I Stud anchors, anchor bolts, D� D4E 6 48_ _5_0__ 13-Double SK2 I shown perpendicular and reinf.steel not shown 1 6 U-Bars ® 4 2"-10" - - - - - - - I # I to prestr.beams. this view for clarity. - + -7 C SKI 5 30 4'�' SK2 5 156 2 T-4' 2'-fi 2'-4 1'-9" -- -F 1'-9 Bm.Spocing/2 — —C ELEVATION — SEISMIC CONNECTION C Q Scale: 1"=1'-O" Gr6<5 ELEVATION — SEISMIC KEY AND END DIAPHRAGM REINFORCING 0<5 P° { 2-1"ox2'-3" , g ytifm+ I��aea ' Threaded Rods h 4-D4E-#6 \ � 6 e Bars �i E ® Ext. Beams 6/ BTea® int. �3"x7" E oQ 11 i�\t(fxi i�. 5 -Upper PL Stud ` Q -<A.8Weld S 1 p 1/2 oCLM ® t� Anchors & A.B's. h ;X - - - - 7 I- � � ♦ ♦ ♦ ♦ ♦ ♦ � � �\ I ,/, N _;{ � � 4 fit' __ � i ----___ - QL a E -- -�� -- - -- -� - `vT -- - - i -- - -- NOTE Co \�-D1E #� \ ` 1 \ Seismic plates and anchor bolts shall be A.S.T.M. DIE-#6 DIE-#6 \ A36 steel. The plates, bolts and studs shall be mw / �`°b� \ $ ` 0 �p• included in the Lump Sum bid for Structural Steel. End Diaphragm & SECTION A—A P55 Upper PL 3" Seismic PL Assembly (E Brg. p SEISMIC UPPER PLATE ! 11-D6E-#6L'--10"I 5 1 6 9-2"mA�'s.(see �Z\ 1m�'opu' T Seismic se PL stirrups ® 8"- 4-04E-#6 BP ) Se Sectio c Bars" thru beam $ �C�r\ ���� � / Se , , �,I ; '♦ _. _ , - ice,/ - ��\ � ��- -- �- , 'ri --- - - \ . -1 r -D3E-#4 - / �— - ' ` \\ \\ _ m 1 2"Cl - - - - - o (TYP•) -- \- -- --�- -- ,� � — � - �- - � — i m �yl -� D2E-#4 o SKI- I II NI I ,9 � �, Q• a e ` Upper PL 3" SECTION B—B Base PL 4" 0eoF5Q STATE OF MONTANA II „ Bose PL 4"- ' 5 . .� DEPARTMENT OF TRANSPORTATION _ - SKI_# DIVISION OF HIGHWAYS •a i I iI SEISMIC BASE PLATE SKI—#5 TABLE OF DIMENSIONS BOZEMAN INTERCHANGE STRUCTURE 1 1/2"Clr. _ 13-D ble SK2- A B C D E F AT NO. 19th AVE STA. 35+26.37 u (TYW) #6 U Bars ® 4" ` Abutment No.7 1'-4 1/2" 3 3/4" 7'-11 7/16" 5" 65'52'34" 4'-5 7/16" C�o°a Abutment No.S 1'-4 1/2" 3 3/4"8'-0 5/16" 5" 6T02'02" 4'-6 5/16' FEDERAL AID PROJECT NO.HDP IR 9113 (001) I - - DESIGNED BK 4-19-92 GALLATIN COUNTY ----/\V_` Abutment No.1 1'-1 1/4" 5 3/8"8'-6 5/16" 2" 4T21'30" 5'-0 5/16" DRAWN BK CA 5-29-92 - V Via' °a Abutment No.5 1'-1 1/2" 5 1/4"8'-8 1/2" 2" 48'4322" 5'-2 1/2" CHECKED BK 7_17_92 RR�190 SEISMIC DETAILS SECTION C—C S.T.L.APPR. 2" Scale: 3/4"=1'-O" REVISED Scale / - 0'" exr.eF' as gated REVISED DRAWING NO. 15219 FED.F'I STATE I FED.'I" Brq "S"=Length of Span Br a onv.No. .aw.Nov SEE I Na ter•I HOP/R 9113 1001J B28 7 "except as noted "S"for 45 thru 80 ft.Spans e %2 --------- NOTES (See Beam End Details) NOTE:Beom Is symm. "S"=Span Len lh I/3 _'S"for 85 tfru/00 ft.Spans 1/3 "S"for 85 thou 100 ft.Spans about f of span SPECIFICATIONS:Design shall be In accordance with 1.2 except as noted. Brg. Brq. AAS.H.TO. Standard Specifications for Highway Bridges, 1983 Edltlon,and any Amendments thereto. 4"x 8"Notch® end bent Utting Device(TypJ � lntermedlate Diaphragm ----- � 1-8 Path of deflected strand Montana State Highway Commission Standard A I Specifications for Road and Bridge Construction end of o!I end span beams- 1987 Edition and any Amendments thereto, and Speci sions 5110/1 govern unless otrerwlse MT _ ed. See Section 53.The fabricators design c�calculations stresses In the beam under loft shall slow_ ----- - -- - - 6• �' h loading condition that is anticipated In the manufacture.handll and service life of the ° ins i 2'A Open Hole® v - 9 8' g, fbea. The beam shall be designed and fabricated -• -♦ ' S"" end bent- all beams. 0.4 "S" 02 "S" _ 0.4 "'S"' support the dead load and live load stresses and -- - - - - - - 2 Open Hole 0 -- -- -- -- - Interior bents - Int. ultimate moment n n ---- - -- a' Hold d 1 provide" m ul capacity slaw o - - -- - --- -- o own point `Erecilonn/Plan". beoms.lo d Threaded . PRESTRESSING STEEL:Prestress! steel shall be r "a Insert for 1"A x 2-3 -- - n9 /e TYPICAL DEFLECTED STRAND or 2"A.Maximum stress for design before transfer %2"Blackout(Optional) Ttreoded Insert for I" rod Inside tote j/- Chamfer- to prevent ch(ping rod (External Beams of exterior beams& 2-2 F 0 R PRE-TENSIONING SYSTEM stall be 070 Ps unless oNerwlse approved. (Typical) ELEVATION Inside Face)2"0 open Intermediate bent. HARDWARE:Threaded inserts.hold down devices. hole(Interior Beams) Embed rod 2 inside beam. SECTION A-A No Stole lifting devices and any other hardware which Scale- "_/'-0' NOTE:For Spans 40 ft.or less. J „ is to be Incorporated In the beam shall be Intermediate dloplragms Scale' /g ! 0 approved by the Engineer before fabrication Is begun. (Varies)See BridgePlans are not required. DIAPHRAGMS:See"Erection Plan"for location of -- tOITOMn rt o 1"d Threaded Insert NOTE:If the result of tie equation 5„ or 2"d Open Hole Dlophragms wAen structure!s skewed. !s on odd number round fie rsu/1 to the next largest even whale number BEAM LENGTH:To allow for E/astic Shortening, Shrinkage End of Beam to arrive of the actual number of B! mar deep,tie overall length of the beam sholl be Beam I I Bars required. Increased by OD075 In.per foot of length ' SHOES: If Expansion shoes ore required see details on NOTE:For number of B/8ars r�ulr�per beam use the following equation: on the Bridge Plans.For type of shoes see General Layout. (Varies)See Bridge Plans N -C(S-171/2 l51 x 2 Beam Brg. REINFORCING STEEL.All reinforcing steel shall be of the 7/2„ deformed type and shall meet He requlremenfs of AS.T.M. B Specification A 615,Grade 60 (AAS.H.T.O.M-31) BEAM END FOR SKEWED BRIDGE BEAM END FOR SQUARE BRIDGE Scale- %2"=/'-0" Scale- %2"=1'-0" . h Weld C ends only A Clip top and bottom 2 spa.0 * * BI-*5- when B4 -*4 bars + B6A h flange along 1Ns line 3""ctrs 8!- 5 Stirrups and B6 4 Bars hove no design stress. 4- 3%2 %2 (Spa.as shown 4 for Square Beomnd E - this sheen NOTE:Standard reinforcing steel to be n- modified to clear 4"x 8"notch as required. a B3A *5 fL Brg.O C Beam ; 13A �- B B4 �'4 � 2-0 2 - BI- *5 Stirrups *5 Stirrups �� Brq' B6 2-0 otrs. 2 spa.0 1-6 ctrs. 5 sad.o I-0 Ctrs. I y \\ I I * (24 req'd✓beam 1 4 3/z - I - B3 - 5 T r , 2 Spa.0 I I I 4_3 3'ctrs. A \ �I I /2 Bq r q 7 192A B \\ \ i 1 1 11 86 *4 1„ cl. D B3 B I I i� � !8 req'd✓beam) Number req d✓beam I I Weld 0 4_3�2 varies due to varying skew. -82A -*5 I t T Beom ends only- * - - -B6 � 4 io 82 b --- ---- SJlrrup I ----- - -- — - NOTE:Length of "A"& "B" 1 i �' (4 req d✓beam 1 varies due to varying skew. 1 Pair 86A- 2 - 82 -*5 *4 (2 Bars) �5 *4 4Id/2 Stirrups eR, a®Tlreoded Insert 3 SECTION B-B � RI B I I 2 - 83 -*5 or 2"d Open Hole L B Scale- /"=I'-O" --- �� PLAN VIEW SKEWED BEAM END - 4` Scale- /%2"=1'-0"' 11 -- --- -- I- 2 B6 -*4 li I/4"x 6 "x 2-2 - REINFORCING STEEL DETAILS 85 -*4-- (Straightened) Brq. (Fixed Ends Only) /-0 __ ^r� ELEVATION SQUARE BEAM END I"min c/. V✓4 - �/ Perpendicular fo -----__ 2 - %"p'x 2 0 long /" r grade of beam Stole- /"=YO + �II I anchor rods slop welded to R l%4"x 6 "x 2 -2 II II 2 II II r I-X 5 ""X 3-0 m CO �,` STATE OF MONTANA I -- --- (Straightened ) NOTE:Embedded Plate,Shoes and Anchor Rods ( Bevel to slope of �____ shoo be AS.T.M.A36 or A307. DEPARTMENT OF HIGHWAYS Of I%2"X 5 -X 3 -0 beam on grades of , (Strolgifened) 2 % or mare. NOTE: MahorThe Bolts SNuts and furnish Shces to be Install STANDARD PRESTRESSED Swedged Anchor Bolt or ASA 250/ p• Included /n the unit price bid far "Prestressed beams." CONCRETE BEAM Smooth Bar (2 - Hex Nuts �� per Bon)(See substructure Details)---- length&�slze Substructure bolls. f p TYPE I V Viz'" 2 7 2 %2'" Ct Hole for Anchor Bolts Va. of 3 -0 hole equals size of bolt %4-1 5" ASA 250 e - Y2„ V2„ Scale- As rated C END V fEW 6 o<■ion�o 8-29-77 BB oww,m 8-31-77 CDP VIEW C - C .„ C.XD 9-13-77 NHR FIXED SHOE DETAILS —. Fo 12-7-77 HES Scale- I%2" _ !' 0" wa Imo 4-9-79 NHR (7 �viseo 9-21-87 RWM DRAWING NO. B-4 STDB487.BRC Brg, Max. (Souore Plldge only)- • F r e �a[. HDP IR 91 I;3(001) B2c 2-56- #5 Length.Bars _ � 7I NOTES Details shown on this sheet ore to be used only as they apply to the subject project.Beam (. %2"Q Wire Rope I SS- #5 spacing, slob thickness, size and spacing of Six bars,No.and spacing of 5200 and 5300.1 (see "Barrier End between Inside barrier tens.ba SI00 Transverse Bars �.> bars,deck Joint arrangement,barrier lengtA bill of reinforcing steel and roadway width are - �ii �> � a� (Top& Bottom) faces alt.with S6- 45 , S6- 95 0 2-0 c1rs. + DI- ft6 & D2- #6 shown on the"GenerolL our' or "Erection P/o&'. 1)etah" this sheet) 1 ----•?Except as noted) �� alt.with S5- #5 94 L o 1t.Bars m ` When adjoining spans hove o different number of longitudinal slat)bars, the longitudinal � �� bars of the shorter ore continuous over the bent and extend 3"-O"Into the longer span. l%2" Cl. 10 longitudinal � I T-=--�T�T..T �r�-_--.-T< slab burs _� I � 3" x 3" Fillet -x 3" Fillet 7 - Construction Jo1nf (T ) D4- ttq Stirrups cfConstruction Jol t(Typ..JConstruction Joint(Typ. I D4-#4 Stirrups I Drldge is skewed,the transverse slob relnforcing stee/shall be Dloced YP•Coostructlon Joint 2 .D5 ` #5IV, cl. �l h 03- 96 - > a as shown on the"Erection Plan". D7 #4 Stirrups A u_ !0: A A 0 O o Q Concrete barrier shall lot be placed for at/east 72 hours after concrete In slot)has token D6 - #6 / 3" cl. between dLrpMogmS (Typ.) ' initial set. DETAIL AT END BENT INTERMEDIATE DIAPHRAGM CONTINUOUS SLAB AT INTERMEDIATE BENT EXPANSION JOINT AT INTERMEDIA7 E BENT b - # LONGITUDINAL SECTION S?D0- 4 op Longlt. S/oh Bars spa. — B2 Bars lap will)alternate slob bars - a izonta; i"- - - T"` obt. 1-6 Ctrs. between barriers r �calt - %2' = 1-0 Use B2 #4 if transverse slab bars spa. Bh-#4 U-Atrs 2" *NOTE: Detoll shown !s `6%4"": use 82-45 If transverse to match P,? & B3 56-#5 Longlt.Bars r. - _Crowe 0. 02'- per ft. -except as otherwise noted. *NOTE: superelevotlons other slob burs spa. >6'/4 over intermediate bents only 1 -- - - - -- than normal crown. S 300-#4 Bot. Longlt. Slob Bars S10o Transverse Slob Bars (Top& 3/a" Double Chamfer 0 obt.10-0 Ctrs. r- Dimensions v F Brg. Wolfe,; v # I 1 INo.of bars & sXcing of bars Bottom)(See"Erection P/on" for I I BIOO 4 Longif. Hors 4(T T f ng� tenth points - see"Comber Ltlogrom"1., / � � � l0"�Ratites� Yp• Yoe `0_', varies. see"Erection Plan size and spot 1 I I '2 /0A" and a h I B_f-#4 Bars lop with alternate onstrucllon Joint N I I - Slau Thickness r" # ? 0 (Typ. T "A' I transverse slob bars lorizoMall - �\ Z; BT-72 1I y DI 6 D 6 - Y! Yoe f # V l i , p- and "4' 1 z 1 NOTE: Threaded Rod shall be Included _ _ 4� s_ ____ In the unit price bid for Prestressed 5200- 4 --1 D9 6 t Slope _ } --, ! - • ' _ --- ---,— —- e - a = 3„cl. 1 Concrete Beams. T :Comber Is noted as the distance _ S300-#4 " ` a 7�6 - Type„1„ from the working line to the top of Beam 1 ` - and may vary from theoretically 2 1 �' ! 2 7�6„ Ty,e„1"------ /2� p --�-- Con,flanl slo ex - 75/8„ TYPe„A„ where superelevotlons 7s/e"-Type"A" (continuous) - ceps 7r�6 „ Type„4., calculated DLDeflection. ' Dr/ Groove - flection 713116 "-Type"4„ - r _T -- .- 1 _ 7t,- --_ -_ - —t 1- -- varies 8"- Type"10" T�;, for Phrestressedretical nCorcrete Beams. 8"-T Type"IO 8/6" Type"IOA" see"Erection Plan." /r6 -Type"IOA" Threaded Rod „A D8-#6 I 2-D3-#6 ( "e x y Y, - 8r/ie`` Type"BT 72" Top of Slab Y I"6 x 2-3 8%6"-Type"BT-7e' # Type r Threaded Rod v Haunch Depth!Variable due to DJ. 2 05 4 Type " D8-#6 i� Deflection,Vertical Curve& Slob Thickness) r Bottom of Slob; Top of Haunch 2`LAi#6 Type..4. DL Deflection as shown In table / Top of Beam: before DL Deflectlot Type 10 lTvpe ° 10" # -l�2/ ll.l Bottom of Rounclk Top of Beam �- 12+ R 4 hOr p -_ 1-2 Type l0A" a Type BT 72"Beam,! 1-2 -U40 obt.Stirrups0 ct spa - T i-2 r 4 Beam (T Comber (See We above) l l l /after D.L. Deflection F Beam D7- 4 Stirrupss (Typ.) � I/2 -� - - - 2-!d/2 6"— Type,.I„Beam ti Beam Type'7"Beam 6'_ 2-10/2 _ -- 0 yD) 2-8%2 t 8'rt Type„A.,Beam Type„A„Beam 8'T 2-8%2 _ _ ---- -- -- __ (; 2fi%p 10 Type"4'Beam NOTE: D = d',Z 0 k Brg. Worbce Brg. f Beom ype„ - -� _ __ _ _ __ except as otherwise T 4"Beam /0 rt 2 6/2 2-8 1-0/2.L - Type'"10"Beam noted on"Erection Plan". Type"Id'Beam l�/2 2-8 _ ' (Varies of tenth Mnts. I- 1 I%2 1 9� Type"IOA"Beam See CoDebeect on Table Type''IOA"Beam 1-9T 1- 1 IY2 - Brg. OJ C2 /\\0.3 0.4' 05 0.4 O.J 02' OJ OA /1/2 �1 9 1 Type BT 72 Beam Type BT 72 BeoMl 9 1 i)/2 _ - Prestressed Concrete Beam �Y TRANSVERSE SECTION NEAR INTERMEDIATE DIAPHRAGM AT LOW SIDE TRANSVERSE SECTION NEAR INTERMEDIATE BENT AT HIGH SIDE Scale 3/" Dimension vorles due to beam r'. Barrier Wire Selzing or Scale - 3/" = 1-0 CAMBER DIAGRAM type(see " #-Erection Plan") (Ti �1)3-- 6 (Typ.) equivalent fastening No 1314" Inside d1o. 6" tc !%2"d Standard Galvanized Steel Pipe 03�#6 (Typ.) D4- Y #4 Stirrup Pin(By Others) - 3" Sleeves cost In lace for% ,e'" bolts � � - 314"Clomter 4„ P 4- 7 S ilr ul�U J 2 d Open Hale cast !T ypJ u yp 2 dla. were Rope D10 _ �- STATE OF M O N T A N A In beam (Typ.) 1 3/"Chamfer Beam ? U Y 4 //p" = \- - I � i =- - h � i � � DEPARTMENT OF HIGHWA 2"0Open Hole cast� --1 - - 1�E seam In beam (TypJ =�_- — SECTION B-B f Wire Rope � ^�- _ � STANDARD SLAB, BARRIER # Scale - 1%2" = 1-0 Dia. -- o --D8- 6 (Typ.) - l & DIAPHRAGM DETAILS Q Brg.o Y Beam NOTE:Wire robe slat/be zinc coated -1r/4" DIo. B m B D8-#% (Typ.) steel wire(7)strand "utilities grade" C Brg. with minimum breaking strength of 25,000 ( - _ -- 1-_L 2 __ Lbs.and shall conform to AS.T.M.A-475. - - I - I I ocsir,co 9/16/77 LGP - _z Bent �r -- - 3" 1-0 I �•- 9/2l/77 CDP Scale As Noted Dimensions vary due to - ____ 1-Eo 10/6/77 NHR -- -- NOTE,Golvonlzed p/pe sleeves and wire robe skew (see"Erection Plan")� A I °r[o 1217177 HES lCr 1( shot! l included In the unit price bid 1 --i/_ F„s�o 2/3/78 NHR for cross "et) Modified ' concrete. END VIEW - - V AT SQUARE BRIDGE AT SKEWED BRIDGE ✓ SIDE VIEW w.l� 11112180 JCH SECTION A-A BARRIER END DETAILS «[ D 6/19/81 MLR ­1%D ro 2/ 89 Scale - %p" = 1-0 Scale - I" = 1-0 a[r,s[o 112111185 1 MLR DRAWING N0. SL-5 160, 41 STDSL 5.I STATE PROJECT NUMBER SHEET No. TABLEOF CONTENTS MONT. IRS 235-1(3)7 2 N. 19TH AVE. ROAD PLANS SHEET NO. SIGNING PLANS SHEET NO. TITLE SHEET 1 SUMMARY S1 TABLE OF CONTENTS 2 LOCATION & ERECTION SPECIFICATIONS S2 NOTES & LINEAR & LEVEL DATA 3 PLANS S3 - S4 CONTROL TRAVERSE & TABLE OF COORDINATES 4 TYPICAL SECTION 5 SUMMARIES GRADING, ADDITIONAL EXCAVATION, CLEARING & GRUBBING, EDGE DRAINS. 6 PAVEMENT MARKINGS, TOPSOIL - SALVAGE & REPLACE, SEEDING, CROSS SECTIONS 1 - 14 CULVERT-FOUNDATION MATERIAL, BLUETOP STAKING, CATTLEGUARD REMOVAL. SURFACING, CULVERTS, FENCING, CULVERT SUMMMARY RECAP, 7 SUPPLEMENTAL ITEMS, HYDRAULIC DATA. PLAN & PROFILE N. 19TH AVE. 8 _ 9 V:TOCBA%.DWG 03-08-93 STATE PROJECT NUMBER SHEET No. LINEAR & LEVEL DATA NOTES MONT. RS235-1(3)7 3 N. 19TH AVE. BASIS OF PLAN QUANTITIES LENGTH OF ROADWAY RS 235-1(3)7 = 4176.530 FT. = 0.791 MI. (QUANTITIES FOR ESTIMATING PURPOSES ONLY) LENGTH OF BRIDGES RS 235-1(3)7 = 0.000 FT. = 0.000 MI. COMP. WT, OF PL. MIX BIT. SURF. = 3855 LBS. PER CU. YD. _ PL. MIX. BIT. MAT'L. = 6.0% WEIGHT OF PLANT MIX MAT'L. TOTAL LENGTH OF ROADWAY RS 235-1(3)7 = 4176.530 FT. = 0.791 MI. BIT. MAT'L. = 8.5 LBS. PER GALLON PRIME = 0.30 GALLON PER SO. YD. TACK = 0.05 GALLON PER SO. YD. SEAL = 0.35 GALLON PER SO. YD. (LATEX MODIFIED) COVER MAT'L. = 25 LBS. PER SO. YD. COMP. GRAVEL WEIGHT EST. = 3700 LBS. PER CU, YD. HYDRATED LIME = 1.5% OF PL. MIX BIT. SURF. BY WEIGHT. LEVEL DATUM SOURCE SLOPES LEVEL DATUM IS ESTABLISHED FROM PROJECT STPS 235-1(6)5 AND SEE X-SECTIONS & TYPICAL SECTIONS FOR CUT & FILL SLOPE RATIOS. IS BASED ON AN IRON PIN WITH AN ALUMINUM CAP LOCATED 126.63' RT. OF STA. 1534+39.96. ELEV. = 4659.97 MISC. TO BE MOVED OR REMOVED ALL PRIVATELY OWNED SIGNS, TO BE REMOVED BY OTHERS-CONTRACTOR SHALL NOTIFY OWNER. BEARING SOURCE BEARINGS SHOWN ON THESE PLANS WERE ESTABLISHED FROM PROJECT HDP-IR-9113(001). CLEARING AND GRUBBING COST SHALL BE INCLUDED IN PRICE BID FOR UNCLASSIFIED EXCAVATION SURVEY MONUMENTS & PROPERTY CORNERS ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS & PROPERTY CORNERS SHALL BE REFERENCED BY THE CONTRACTOR PRIOR TO BEING DISTURBED BY CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ANY MONUMENTS AND CORNERS THAT ARE DISTRUBED DURING CONSTRUCTION. APPROACHES (STD. DRAWING NO. 103) PUBLIC & PRIVATE TYPE "A" - PL. MIX SURF. TO R/W LINE PRIVATE TYPE "B" - 12' PL. MIX STRIP GRAVEL TO R/W LINE QUANTITIES FOR AVERAGE APPROACH TYPE A TYPE B PUBLIC 24' TOP X 90' 24' TOP X 45' 24' TOP X 70' 0.250 PL. MIX SURF. ------------ - - 38.0 TONS 0.125 PL. MIX SURF. ------------ 23 TONS 4 TONS - 0.20 CR. TOP SURF. ------------ 21 C.Y. 11 C.Y. 17 C.Y. 0.50 CR. BASE COURSE----------- 61 C.Y. 34 C.Y. 49 C.Y. PL. MIX BITUM. MAT'L. ---- -- 1.4 TONS 0.2 TONS 2.2 TONS PRIME ------- ------ 0.4 TONS 0.1 TONS 0.3 TONS TELEPHONE, NATURAL GAS AND ELECTRICAL POWER BEFORE BEGINNING EXCAVATION OR OTHER CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL CONTACT THE FOLLOWING TO VERIFY LOCATION AND DEPTH OF BURIED CABLES AND OTHER UTILITIES : 1-800-424-5555 IRRIGATION DITCHES ALL EXISTING IRRIGATION DITCHES LOCATED WITHIN THE PROJECT RIGHT-OF-WAY AREA SHALL BE OBLITERATED. TO BE PAID FOR AS UNCLASSIFIED EXCAVATION. STATE PROJECT NUMBER SHEET N. 19TH INTERCHANGE -- WEST MONT. RS 235-1(3)7 ¢ CONTROL TRAVERSE DIAGRAM NOTE: N. 19TH AVE. SCALE 1" = 300' ?T 37 r MDOT CONTROL POINT N. 19TH AVE. = 1990 CONTROL TRAVERSE POINT PT 4 0 = CL N. 19TH AVE. CONTROL TRAVERSE COORDINATE TABLE POINT NORTH EAST ELEV. I.D. (Y) (X) (Z) LOCATION PT 29 13775,96 44006.93 4669.92 97.55' RT OF STA. 1553+56.81 190 PT 30 12152.51 44210.77 4694.02 111.54' RT OF STA. 1570+17.22 190 PT 31 10742.26 44172.55 4708.95 946.00' LT OF STA. 76+72.62 N. 19TH PT 32 9459.61 44161.59 4725.84 863.39' EAST OF STA. 89+67.99 N. 19TH ai PT 33 9421.96 41478.72 14722.92 1 1830.82' WEST OF STA. 90+07.31 N. 19TH co + C'7 m r T N .+ 11 o II u a a N - - 1563+40.54 R 19 P - Q � a 48+50.00 BEGIN PROD. RS 235-1(2)7 0� N, 19TH INTR. - AX AN = 104+46.63 STPS 235-1(4)5 N. 19TH INTR. - WEST= e i4) 48+50.00 END HDP IR 90-6(57)305 `^. sk S} n N. 19TH AVE. INTERCHANGE s e3, g e u m M n O yw} 5 16. 00.w vN+i Nto O O + n 00 �• m sr Fo1 N� END N. 19TH AVE. RS 235-1(2)7 P.O.C. 90+26.53 ly n sl S 0'20'1 Y w BEGIN BARTER-OAK PROJECT P.O.C. 150+26.53 ZQ l<d �l BEGIN RS 235-1-(2)7 48+50.00 0 0 e JJ VP - O O PI 48+61.14 O O Q:. Q P 6 d V'~N b 11 R/W COORDINATE TABLE COORDINATE TABLE FOR ALIGNMENT POINT NORTH EAST I.D. (Y) (X) LOCATION ° POINT NORTH EAST 1 13525.80 43201.44 1 49+02.72 - 70' RT. yea I.D. (Y) (X) LOCATION 2 13450.49 43342.86 49+60.0 - 79.8' LT. 1 13568.50 43278.36 48+50 BEG. N. 19TH INT. TO BAXTER LANE 3 3164_36 43172.02 C.S. 52+53.78 - 99.1' LT. 2 13565.87 43243.20 P.1. 48161.14 4 43341.08 43164.96 S.T. 54+03.18 - 100.2' LT. 3 13167.22 43241.99 C.S. 52+53.1B 5 13169.23 43172.02 C.S. 52+53.18 - 70' RT. 4 13017,23 43239.96 S.T. 54+03.18 6 13017.68 43164.96 S.T. 54+03.18 - 75' RT. 5 10077.80 43222.61 T.S. 834 42.67 7 12075.22 43334.30 63+20.0 - 99.90' LT. 6 9927.81 43223+69 S.C. 84+92.67 8 12074.99 43294.40 63+20.0 - 60' LT. 7 9483.27 43229.33 P.1. 90+20.00 9 10520.11 43285.23 79+00.00 - 60' LT. 8 9403.65 43315+36 90+26.53 END N. 19TH INT. TO BAXTER LANE 10 10500.08 43290.11 79+20.0 - 65' LT. 71 10077.41 43287.61 T.S. 83+42.67 - 65' LT. 2 9929.90 43288.66 S.C. 84+92.67 - 65' LT. v�e3 3 10078.24 43147.62 T.S. 83+42.67 - 75' RT. 14 9925.81 43163.73 S.C. 84+92.67 - 60' RT. 15 9756.24 43176.73 8 +57.61 R/W = EXIST. R/W RT. 16 9543.77 43342.79 1 88+97.15 R/W = EXIST. R/W LT. 77 9483.84 43358.86 89+59.93 END ACCESS CONTROL 65' LT. 18 9483.27 43229.33 89+27.36 END LIMITED ACCESS CONTROL 60' RT. V:CONILBAX.DWG 08-12-92 STATE PROJECT NUMBER ; SHEET No. l MONT. RS 235-1(3)7 S ~; TYPICAL SECTION NO. 1 i i FILL CUT 0 HEIGHT AT SLOPE DEPTH AT SLOPE SLOPE-STAKE_ _- SLOPE STAKE TYPICAL SECTION NO. 2 & oweEDGE DRAIN DISCHARGE QUANTITIES AGGREGATE BITUMINOUS MATERIAL UNIT PLANT MIX COVER CR. TOP CR. BASE UNIT PLANT MIX SEAL PRIME TACK SURFACING MAT'L. SURFACE COURSE AREA SO. FT. SO. YDS. PER STA. CU. YDS. PER STA, ri , . TONS PER STA. TONS PER STA. GALS. PER STA. STATE PROJECT NUMBER SHEET No. SUMMARY MONT. I IRS 235-1 (3)7 6 N. 19TH AVE. r _-_ -- _-GRADING - --- - - T- - ADDTIONAL EXCAVATION L.STATION cuelc YARDS STATION ADD' L BLUE TOP STAKING ----- - REMARKS EXC. REMARKS UNC. "EMB. +SPECIAL• •• FROM TO 1.6 COURSE MILES FROM TO EXC. BORROW WASTE 53+60.00 PVT. APP. RT. 54+50.00 89+00.00 EDGE DRAIN DISCHARGES 48+50 90+26.53 26186 8906 37366 16206 - 58+80.00 PVT. APP, RT. 63+15.77 PUBLIC APP. LT. 63+15.77 PVT. APP. FIT. -- CATTLEGUARD REMOVAL 1674 - - 75+09.60 - ---- ---- PUBLIC APP. LT. _ TOPSOIL REPLACEMENT +20% 75+09.60 PVT. APP. RT. 80+56.00 PVT. APP. FIT. STA. 86+40 RT. - 12' CATTLEGUARD - 1 EA. 85400.00 PVT. APP. LT. 85+00.00 • PVT. APP. RT. 89+74.27 _ PUBLIC APP. LT. 89+74.27 PUBLIC APP. FIT. 48+00 51+00.00 DRAIN DITCH RT. -------- --- ---- --- ------ ----- - ---- ---- - - -- --� - CLEARING & GRUBBING -- - - ------------ TOTAL 26786 0580- 37366 16206 N.-19TH AVE. (TO BE INCLUDED IN THE PRICE BID FOR UNC, . EXC. 1 SHRINK FACTOR = 1. 33 )Kw THIS I'AATERIAL MAY BE USED ON HDP-IR-9113 (001 ) _ - - I TOTAL - • INCLUDED IN ROADWAY QUANTITIES EDGE DRAINS (SEE DETAIL a SPECIAL PROVISIONS) TOPSOIL - SALVAGE & PLACE -------------------- ----------------- ----- ---- -- _ ._.------------- EDGE DRAIN 4 ` " PERFORATE DRAIN "DRAINAGE _-STATION C. Y. TOPSOIL REMARKS STATION PVC DRAIN PVC DRAIN AGGREGATE HEAVY" REMARKS FROM TO - - LINEAR FEET 2" MINUS GEOTEXTIL _ 4e+s0_oo 90+26.53 1395 N. 19TH AVE.__-- FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT SO. YDS. 51+00 54+50 350 ------- --- - - 52+00 54+50 - 250 54+50 89+00 3450 - - 54+50 83+00 - 2850 57+80 58+00 j - 3 - 17 - 7 29.0 ------�- --- EDGE DRAIN DISCHARGE RT. TOTAL___--L • 1 395 58+80 59+00 I 4 - 17 - 7 - 29.0 EDGE- DRAIN DISCHARGE LT. CIE INCLUDED IN MAINLINE QUANTITIES 62+80 63+00 - 4 - 17 - 7 29.0 EDC,E DRAIN DISCHARGE RT. - -- - 63+80 64+00 4 - 17 I - 7 - 29.0 EDCF DRAIN DISCHARGE LT. - CULVERT - FOUNDATION MATERIAL 67+80 68+00 - 6 - 17 - 7 29.0 EDGE DRAIN DISCHARGE RT. CUBIC YARDS 68+80 69+00 6 - 17 I - 7 - 29.0 FDC( DRAIN DISCHARGE LT. STATION CULV. REMARKS (DIA. IN. 1 (1.0' DEPTH) 72+80 73+00 - 6 - 17 -- 7 29.0 EDGE DRAIN DISCHARGE RT. -- -- - 73+80 74+00 7 - 17 - 7 - 29.0 EDGE DRAIN DISCHARGE LT. 99+99 36"R X 58"S 35 - 77+80 78+00 - 7 - I7 - 7 29.0 EDGF DRAIN DISCHARGE RT. 78+80 79+00 - 17 - 7 - --- --- ------ 29.0 ED E DRAIN DISCHARGE LT. TOTAL 35 83+80 84+00 7 17 7 29.0 EDGE DRAIN DISCHARGE LT. +k EXCAVATION REQUIRED IS INCLUDED IN CULVERT EXCAVATION II SUB-TOTAL 3450 __J Md 0 285 _376 102 65 4z _ 35_ PAVEMENT MARKINGS TOTAL 6300_ 661 187 (7 319.0 :9TH AVE.. GALLONS PLASTIC PAINT YELLOW WHITE SEEDING tSEE SPECIAL PROVISIONS 1 WHITE YELLOW WORDS LIN. FT LIN. FT SO. FT REMARKS - ---------- --- -- SYMBOLS WORDS STATION ACRES ( ACRES 4 8 24 SYMBOLS __ REMARKS AREA SEED FERTILIZER WOOD CELL CONDITION 41 4" SHLDR. LINES FROM TO AREA I AREA 2 AREA I AREA FIBER 2 AREA I AREA 2 MULCH SEEDBED 48+50.00 90+26.53 2.6 2.6 2.6 2.6 N.19TH AVE. 41 5 OUBLE LEFT TURN LANE 41 41 5 SUB-TOTAL INTERIM -_ 1060 869 60 338 SUB-TOTAL FINAL TOTAL - 2.6 z.6 2.6 2.6 N.19TH AVE. 41 41 5 1060 1 869 1 60 1 338 SUBTOTAL FINAL -- - V:SUMIBAx.DWG 3/08/93 STATE PROJECT NUMBER SHEET No SUMMARY MONT. RS 235-1 (3)7 7 N. 19TH AVE. SURFACING SUPPLEMENTAL ITEMS STATION LINEAR FEET TONS C.Y.AGGREGATE TONS BITUMIN. MATERIAL GALS. BITUMIN. MAT. STATION CU. YDS. TONS COVE FOR CRUSHED TOP SURF. CRUSHED BASE COURSE PLANT MIX SEAL PRIME TACK REMARKS PLANT MATERIAL ROADBED HYDRATED FROM TO GROSS NET + - MIX TYPE "A' TYPE "A" TYPE "A" 85-100 CRS 2 MC-70 SS-1 FROM TO COMPACTION LIME GRADE D GRADE 4A GR. 2 GR. 5 LATEX MOD. S a8+50.00 90+26.53 4176.53 4176.53 7037 326 1950 1047I 422.2 38.8 36.8 1303 N. 19TH AVE. TO BAXTER LANE 45+50 90+26.53 55680 109 --- - - -- - --__- - -- -- -- --. - -- - wg -- -- - -- - -- - - --- $0 5-TYPE B APP. 20 - 35 195 1.0 - 0.5 - 5 TYPE B APPROACHES PRIVATE 2-TYPE A APP. 46 - 42 122 2.8 0.8 - 2 - TYPE A APPRUACHS PRIVATE -- 4 PUBLIC APP. 152 68 196 8.8 1.2 4 PUBLIC APPROACHES TOTAL 41 76.53 41 76.', 3 - 7255 326 2095 10984 434.8 38.8 39. 3 1303 CULVERTS BASIC BID ITEMS OPTIONS CULVERT LINEAL FEET CUBIC YARDS CUBIC YARDS STEEL CUBIC YARDS ALUMINUM CUBIC YARDS HEIGHT SKEW CULVERT REMARKS PIPE BEDDING CL."DO" RIPRAP END< SECT ONS B�DOILG CL."DO" SRDIPRAD�G 2 2P3PE 1/2 a SECT ONS M DDILG CONIC. RIPRAP PIPE END gEDDINGCL. "DD" RIPRAP COVER ANGLE REMOVAL STATION LENGTH RELAY CULVERT CONCRETE' a SECTIONS (DIA. IN. MAT'L. CONC. STD. DwG. STO.DWG 2 2/3° x I/2' MAT'L. CONC. STD. DWG. OF PIPE CULVERT EXC. IN STD. DWG. STD. DWG. N0. 25 PIPE v STO. DWG STD. DWG N0. 25 CORRUGATIONS srD.Dvc srD.DWG N0.25 CORRUGATION �U STD. DWG. STD. DWG. N0. 25 FEET NO. 40&41 NO. 30.3I NO. 41 0. 30,3 NO.40 NO.3B&31 N0. 40 N0. J0,JI & 32 CL.1 LT. RT. CL.I LT. RT. CL.1 53+60.00 24 1 44 _ •• - 24'- CL.2 FETS FETS - - - 24"-0.064" FETS FETS - - 24" 0.060" - FETS FETS 1.0 - PRIVATE APPROACH RT. 58+80.00 24 44 - - 24'- CL.2 - FETS FETS - - - - 24" 0.064" - FETS FETS - - 24" 0.060" - FETS FETS - - - 1.0 - PRIVATE APPROACH RT. 63+15. 77 24 56 _•• - 24' - CL.2 - FETS FETS - - - 24"-0.064" - FETS FETS - - - - 24" 0.060" FETS FETS _- - - 2.0 - - PUBLIC_APPROACH LT. _ 63+15. 77 24 46 - - 24' CL.2 - FETS FETS - - - - 24" 0.064" - FETS FETS - - - - 24" 0.060" - FETS FETS - - - = 1.2 - - PRIVATE APPROACH RT. .. -- 75+09.60 24 48 - - - - 24'- CL.2 FETS FETS - - - - 24" 0.064" - FETS FETS - - - - 24" - 0.060" - FETS FETS - - - - 2 - - PUBLIC APPROACH LT. 75+09.60 24 46 - 24'- CL.2 FETS FETS - - - - 24"-0.064" FETS FETS - - 24" 0.060" - FETS FETS - - - - - - PRIVATE APPROACH RT. 80+56.00 18 42 - •• - - 18'- CL.2 FETS FETS - - - - 181, 0.064" FETSj FETS - - - - 18" 0.060" FETS FETS - - 1.0 _ PRIVATE APPROACH RT. 85+00.00 18 50 _ - - - 18'- CL.2 FETS FETS - - - - 18"-0.064" - FETS FFTS - - - - 18" - 0.060" - FETS FETS =_ _�_ _ - 1.6 _ - PRIVATE. APPROACH RT. 85+00.00 18 42 18'- CL.2 - FETS FETS - - - 18"-0.064 FETS FETS - __ _ - 18" = 0.06_0" - FETS FETS _ - I.0 - PRIVATE APPROACH LT. g9t99.00 36RX5 S 06 - 130 95 2.4 - 36Rx56t5CL. FETS FETS - - - FETS FETS - - - - - - FETS FETS - - 4.0 15' RT. N. 19TH AVE. TOTAL - - 130 95 2.4 - - - - - •+ CULVERT EXCAVATION WILL NOT BE PAID FOR SEPERATELY, BUT WILL BE INCLUDED IN THE COST OF THE PIPE. HYDRAULIC DATA DESIGN FLOOD BASE FLOOD ( 1%) OVERTOPPING FLOOD STREAM NAME SIZE / TYPE MAGNITUDE FREQUENCY H. W. ELEV. MAGNITUDE H. W. ELEV. MAGNITUDE APPROX. H. W. ELEV. REMARKS STATION (IF NAMED) STRUCTURE (FLOOD OF RECORD, Qp(max), ETC. ) (C. F. S. (%) (FT. ) (C. F. S. (FT. ) (C. F. S. ) FREQUENCY (%) (FT. ) 89+99 UNNAMED 36"R X 58 1/2"S RCPA DR. 75 10 4721.03 147 4724.7 1 147 1 _ 4724. 1 0 OVERTOPPING IS DEFINED AS FLOW OVER THE ROAD.FLOW THROUGH A SIGNIFICANT RELIEF STRUCTURE, OR FLOW OVER THE BASIN DIVIDE WHICH EVER IS LOWER. m FOR THOSE CROSSINGS NOTED BY Op (max) IN THE REMARKS COLUMN OVERTOPPING DOES NOT OCCUR AND THE FLOOD MAGNITUDE LISTED CORRESPONDS TO THE FLOOD PARAGRAPH 9a (1 ) (b) FHPM 6-7-3-2 (NOV. 19791. THE FLOOD SPECIFIED IS SUBJECT TO THE STATE-OF-THE-ART CAPABILITY TO ESTIMATE THE EXCEEDANCE PROBABILITY. FENCING (SEE STD. DWG. NO. SECT. 607) CULVERT SUMMARY RECAP STATION RODS EACH GATES LINEAL LIN. FT. LINEAR FEET CUBIC YARDS DOZER F 3 W REMOVE REMARKS HOURS 3 - BARB TYPE TYPE TYPE TEMP. SINGLE DOUBLE END DEADMAN G2 FENCE BASIC NEW BEDDING FROM TO 32" WOVEN F4W F5 F6 FENCE PANEL PANEL PANEL LT RT CULVERT CL. DO glp PIPE MATERIAL EXC. CONCRETE a _ (TOTAL) C.V. C.Y. Dt 49+03.00 89+05.00 2.0 - _ - - - 2385 - 49+60.00 62+87.00 - - - _ 2 - - - - LT. EXIST. FENCE TO REMAIN63+47.00 LEFT - 2.4 - - 1 - - - - LT. 63+47.00 89+60.00 - 158.4 - 7 5 1 2 - - - - LT. CONN. TO CROSS FENCES 24" 284 - _ m 49+03.00 65+40.00 - 99.2 6 - 2 - 90 RT. - CONN. TO CROSS FENCES 36"RX581''2"` 106 130 c 53+50.00 - - - _ - - - - 16 - - RT. - 4 BARB 58+80.00 - - - - - - - 16 - - RT. 4 BARB 63+16.00 _ - - - _- - - 24 - - RT. - 4 BARB 65+40.00 74+80.00 57.0 - i _ 3 - - - 150 RT, - CONN. TO CROSS FENCES 74+80.00 89+05.00 - 86.4 - 8 1 _ I - - 550 RT. TOTAL 95 130 2.4 75+09.00 - - - - _ - - 24 - - RT. 4 BARB 80+56.00 - - - - - _ - - 16 - - RT. 4 BARB 85+00.00 - - ----- -- -- - - - 16 - - RT 4 BARB 85+00.00 - - --- - - - -- - - - - - 16 --- - - LT.- 4 BARB SUB-TOTAL 2385 790 TOTAL 2.0 304.2 1 1 99.2 22 F; 10 2 128 3175 r¢n•0171ggIIM nr.N 7-11,-ql STA. 62+95 kLlTE PROJFCT NUMBER SHEET Nc NAT. GAS X-ING CIL MON 7. IRS 235-1(3)7 8 2.5' DEEP GARDNER - SIMMENTAL PLAZA N. 19TH AVENUE J ` III OJ I 1 NE 1/4 NE 1/4 PROPOSED VISITORS CENTER WZ w SEC. 35 „ °� x o ° u> 3 ` Ln ' F 1F Y ow 1'.l. 48+61.14 s cr L3.1 io-a 4=13-50 16-27 43- LT. �� � n N z v~w �=1-18'453w ' FC � x 4=1'45' z H o .15 w 1s=150.00 0 s 0 J J -H Lc=3 49.307.68 T (� 10 464 Ki a R. �maS3274 O o_ / + w C-4 R/W = EXIST. R/W 3(Op1� 97� �n BEGIN ACQUISITION LT. - - - - to U) - _ _ 4" PVC DR. 35' R.-- J .c�: —35 R. - - O S 00'20'1177 W — _ - - -- - -- pRAIN DITCH "�..f' 4" PVC DR. 4-4 4 - -- - - .4 , 49+02.72 R/W - - - - - 1 - - - i 70' o ^ `-' PI 8+61.14 o 45+42.50 R + �,' 48+50.00 w O END ACCESS C NTROL RT. BEGIN Acqu rnoN RT. BEG. LIMITED CCESS RT. o, cr 48+50.00 BEGIN PROJ. RS 235-1(3)7 a a a — p _- N. 19TH INTR. - BAXTER LANE - � o Jw0 48+50.00 END HDP-IR-9113(001) p as C5 Q_ a N. 19TH AVE. INTERCHANGE _ +a m a a - - SCALES: +` +. 1" = 100• HOR 104+46.63 STPS 235-1(6)5 N °N to N 1" = 10' VER N. 19TH INTR. - WEST d 3 d 3 e 3 ,Li �w �_w l 1n z rn z In z STA. 53+ 0 TA. 58+ .00 -� - -- - - — -- - - I - - 4720 STA. 48+ 0 TOI 51+ 0 PVT. APP. RT. E B) VT, APP. RT. TYPE B) STA. 63+15.77 47 DRA114 DIT H RT. PUBLIC AFP. Ll. PVT. NOF.I. _ELEV. AT STA 48 50 ADJ STD APP. RT. TYPE B)_ _ _ _ _ _ __ 0.1 TO ALLOW OR FUT RE OVE LA . 471 4710 PROJECT P- R- 13 01 EL. 46 1.11 PROJECT S 35 1 3 7 E . 4671.2 5 Li 4700 47( w + 1.26 % — - - -� -- 4690 o 04 - a Pv to 46� 00^ E GE DRAIN - -- ----. - __._ _ _.�-- -- -- - ---- SDI CHAR E - II - 4680 H'in w 46f NAT. AST 63+8 TO 4+00 LT. 68+ TO 9+00 LT. -1 120 7 600' V.C. - - BE L WERE EDGE DRAIN DISC ARGE EDGE DRAT DISC ARSE - - — 467D -_- - _ - -_ -- -__tPVCDRAII 58+ 0 TO 9+0 LT. 62+8 TO 3+00 RT. 67+8 TO 8+00 RT.EDG DRAT DISCHARGE EDGE DRAIN DISCH RGE EDGEDRAIN DISC ARGE 46 4" 57+ 0 TO 8+00 RT. EDGE DRAT DISC ARGE - - - -- - O 46( 4660 v SU GRA E j Lo II +> — -- - � _ - - -- - � 4" P C D AIN T. EDGE DRAI LT. 4650 o.s % 46' to i o 1640 +? +> 46 4" VC RAIN RT. EDGEIDRAI q RT. O0. 0 % 4630 -- - 46% 40+00 45+00 50+00 55+00 60+00 65+00 70+00 ,1,058AX.DN'G 03-09-93 r P.I. STA. 90+20.00 SrAIE PROJECTNUM o. STA. 88+91 r)cV STA. 89+43 STA. 89+71 STA. 90+09 o=35'00'00" LT. MONT. RS 235-1 3 7 9 U NAT. GAS X-ING CL �j Li O.H. PWR. X-ING CL SAN. SEWER X-ING CL O.H. PWR. X-ING CL �=2-15' 00" 2.5' DEEP N(n 3 WIRE 10' DEEP 4 WIRE J J �=2'15' 17' Cl-R. +/- 6.5' CLR.+/- - - D,=3-00' I N 19TH AVE - SINGLE TREE COURT -- - --- >�rt�a 8� z� STA. 89+55 = / L =1016.67' Q c O T,=677.33' CAT' X-ING CL m R=1909.86' O 2.0 DEEP +/ S=0.05 '/ H ' _ - GD GARDNER - SIMM N rA PLAZA 89+59.93 R W=EXIST. R W END ACCESS CONTROL L . - to 00 r END ACQUISITION LT_ i co ct w N 65'- o + - _ M 00 o CN o II Q + - II t• 0 35' R CL 35' R co ml I - E n N 00'20'17" E - - �. „s w, �1 1 a " In - P.I. STA. 90+20.00 BK. n {,- ----{ o� .o - -- -- f R STA. 150+20.00 AH. ^ to - 4i ui ABANDONED IRR. DITCH N + \ n ti -t v o w w a _ r a. w w n iA m (O U7 V w- � m n r �\ END N. 19TH AVE. RS 235-1(3)7 P.O.C. STA. 90+26.53 z z , r z * BEGIN BAXTER-OAK PROJECT P.O.C. STA. 150+26.53 U _ a a cr o J dS 86+57.61 R/W=EXIST RA CIA /m w 1 z In O o of o END ACQUISITION RT, n m w r- a of a a 89+27.36 60' rnx� o a 10 a a a END LIMITED ACCESS CONTROL RT. '' +Of 3 SCALES: +, +t +e 60, �•:(,..I,. cnfmw t" = t00' HOR . na 0� �a0 0DM Y N rn 1' = t0' vER a3 d3 43 I �- H w H W H W (nZ— tn Z (n Z N Z STA 80+ 6.0 STA. 85 00.0 STA. 89+ 4.271 - - - — - 04 - —. — - - P AP RT. TYP _A -- - PVT APP RT. TYPE B P AP LT. �FE3)TYP A PUB IC A P. LT. & T. i rnN 4740 STA 75 09.6 4740 PU LIC PP. T. ) II l -- -- -- wit 4730 CLw 4730 -- p p STA. 86- 40.0 RT. } 0.7' ww - - - - -- -- - _ RE OVE 2' C TTL GUARD -- 1 4720 4720 _ C. _ _ - - _ I 4710 o T .�. 6-] _-' a00o^ SAN. EWER - - - --- -- -- -- - -- - _ t - - -- --- -- --- - — -- 83+ 0 TO 4+0 LT.- --- -- - --- — — 4700 - I EDC DRAT DISC ARGE V TO BE L RE 470C _ — 78+ 0 TO 9+0 LT. SUBC ADE L. DR AI OISC ARGE 77+8 TO 8+00 RT. 469C 4690 EDGE DRAIN DISC ARGE 73+ 0 TO 74+0 LT. EDG DRAT DIS ARG - ---d-- 72+ 0 TO 3+00,RT. 4680 EDGE DRAT DISC ARGE 468C --- — --- EDGE DRAI LT. — --- --- _ _ -- -- 467C --t 4670 - - - — - - EDGE DRAIN RT, 466C 466C — - - + I 4650 70+00 75+00 80+00 85+00 90+00 STATE I PROJECT NUMBER SHEET NO. S U M M A RY MONTANA RS 235-1(3)7 S-I SIGNING & DELINEATION QUANTITIES ITEM MATERIAL TOTAL UNIT NUMBER SIGNS - SHEET ALUMINUM -REFLECTIVE SHEETING(A) 113.5 SQ. FOOT SIGNS - SHEET ALUMINUM - REFLECTIVE SHEETING(B) - SQ. FOOT INDEX SIGNS - ALUMINUM SHEET INCREMENT 19.5 SQ. FOOT OVERLAY-SHEET ALUMINUM SO. FOOT POSTS - STEEL V 64 POUNDS POSTS - METAL V DELINEATOR LINEAR FT. POLES - TREATED TIMBER - BARN -3° TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -4° TOP 0 136 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 POUNDS POSTS -. STRUCTURAL STEEL 122 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 GAL. (S ) HIGHWAY TRAFFIC STRIPING - YELLOW GAL. (S) WORDS & SYMBOLS - REMOVE DELINEATION DELINEATOR - DESIGN A 30 EACH DELINEATOR - DESIGN B EACH DELINEATOR - DESIGN C EACH DELINEATOR - DESIGN D 8 EACH DELINEATOR - DESIGN E EACH DELINEATOR - DESIGN F EACH DELINEATOR - DESIGN G EACH DELINEATOR - DESIGN H EACH REMOVE SIGNS - GUIDE EACH RESET SIGNS - GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE- TYPE I A LINEAR FT. REMOVE SIGNS EACH RESET SIGNS EACH FRANGIBLE BOLT BREAKAWAY DEVICE - S3 x 5.7 2 EACH PREPARED BY TRAFFIC UNIT DRAWN BY: CHECKED BY STATE PROJECT NUMBER SHEET NO. MONTANA RS 235-1(3)7 S 2 U) Y � � z Q g o LLJ cr a � Y a a J uJ In v V � In w a _j m y U w m W Ob w 0 0 O G w tq \/dbb _m U U 1353 O �w z o 13S N • �bMb �3N 40 u Z 40 w ~ S rn U 0e�1 a s r�LL Ol r ~ d01 ••b „F z �b)Q S ' O a SON/K' - zCL 41 NI 1) 11 �A" H14, O/1,b�'� 1 '�, N �l (11 r0 hl •i'. 'i) 'h Rl '� �, Rl h) �h/h0j3N , o Q O 0 p O O o O v 0 O p u 4 /O SOd tQ x U SHE)1S3/ _d 1S0 IV) � � v '1 O Q 0 Z � O 4S0 to 'C): C m dIt 03d�1 ds z Z o dONb d uj v m y3b Q Q P Cl W r9i y p a m u a W j. e wTT� ITI s OJ u� Q 19 � i � xti N � b h �� n op Y �� DRAWN BY CHECKED BY STATE PROJECT NO. SHEET No. MONT. RS 235-1(3)7 S-3 Li Ln N. 19TH AVE. INTERCHANGE - BAXTER LANE �-Z In / I S ISITORS CENTER ji!1 o. +f If3 I D5-2 NEW N 3 NEW F Q D910 J F w (n W l/.�'I % z RA 3 w11J Q �I"I D9-10b NEW rACCESS u RESTP!CTED �CONTACT OEPARTMENT 00 NEW I�� Q O - I OF R3-9d Q= O N '"RANSPORTSA Lc) r7 I aI� (21D3-2L'2 iH JIc- Cn WpQ + CD + O H p + +D I"45' � i + r+ C.03'A Lo - N rl7) Q R= 35' 19x� - - - -� - . _ - - - - - -- - - - -� - - - - - - ---- - - - - - - - - - - - - - - - - - - - - -- - - ' '� - /oo 1 m m BEGIN RS 235-1-(3)7 48+50.00 = NEW / Npl V1NOd5NVb1 do R3-9C I 1N3W1dVdJ0 1 END IR HDP 9113(001) 48+50.00 / �"0, / oalolalsaa �SS3DDy� v NEW RA-3 104+18.69 STPS 235-1(6)5 N.19TH INTR. - WEST 5 c' 'IN'-ITE PAINT iA- - ',T ITE 20' TYP. PLASTIC -4" TYP. - .- �- � � �- Vg.-WHITE PLASTIC ^ WHi E PLASTIC �, _; ; PLASTIC - - 4' DBL. YEL1-04 PLASTIC _ NOTES: WHERE SPECIFIED AS PLASTIC, PAVEMENT f a —— - - - - ' TYP. MARKINGS SHALL RE INLAID HOT EXTRUDED W I'E PAINT - �1 10 PAINT- HYDROCARBON THERMOPLASTIC. oo� PLASTIC ALL APPROACH RADII SHALL BE 25' UNLESS NOTED OTHERWISE. i DESIGN "D" R1-1 DELINEATOR $TOP TYPICAL TYPICAL PAVEMENT MARKINGS RS 235 — 1(3)7 NOT TO SCALE N. 19TH AVE. INTERCHANGE — BAXTER LANE GALLATIN COUNTY SIGNING AND PAVEMENT MARKINGS SCALE - :00' STATE PROJECT N0. SHEET t MONT. RS 235-1(3)7 $-4 N. 19TH AVE. INTERCHANGE - BAXTER LA I �-Z Z Q i ry J Li X Q - , m } D = 3*00 S = 0.05,/. NEW NEW o � O NEW NEW O NEW R3-9b RI-1 • 0 R3-9t N lj _ iNsnidae3a 'I d _R=3 5' W N ij 1]I O' l0 Z w W� 01 t o + + s3i u " (2)D3'3i�fDo sW r a w : mx W + S m u r7 -t S300V 1 3 —J o I� 03 J �S H 6 N\ II II - d Qa' C) -- 01 R-35' R-35' , ---- m END N. 19TH AVE. RS 235-1 3 7 P.O.C. 90+26.53 -- - - - - - - -- - - H i I xBEGIN BAXTER OAK PROJECT P.O.C. 150+26.53 NEW - - - r+ --- r D3 4 _ m _ � - - -* 11 r R_35' : N19THST D3-1 n 'n c,,ivi»sdrdi • RI-1 i + + ` M V7 i :W:20.iJ i I=yi ,Do to NEW NEW NEW RA 3 R3-9b R3 9d ALL APPROACH UNLESS NOTED