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Home My WebLink AboutFederal Aid Project No. M-1212(1) - Kagy Boulevard DESIGN DATA _ MONTANA DEPARTMENT OF HIGHWAYS ADT 1977 = 1000 ADT 1978 = 1080 :e.' ...... �..�._..� —� —T" ,::. 9 ADT 1998 = 3000 I „,.[AuLL.+. 1' ..,_ j FEDERAL AID PROJECT N O M-1212 [ 1 l H.V. 3(0619 r— RU ��v„ °� 1GRADEURFACINGSIDEWALKS & STR. 401/6) ou CURB T _ 4 0° �.L� � ,, ....,., �.�� K A GY BOULEVARD LETTING DATE — �: BOZEMAN o rI r 'Li� '� •,• " J '�nei" c _...„ «•� a! — GALLATIN COUNTY R ,.,.� `_ z w._ ; THIS PROJECT � OVED Nov 181980 FEDERAL..HIGHWAY ADMINISTRATION LENGTH I• I MILES U0ZTMAN MONTANA SCALES HORIZONTAI4 1 Inch— 50 Feet VERTICA14 1 Inch—5,10 Feet CROSS SECTIONS--HOR. & VERT.I 1 Inch= 10 Feet REDUCED PRINTS APPROX. V2 ORIGINAL SCALE T2 S l6i — & Z R6E "( Y d � 1• � _— 1 I I I I •9 � 1 .1 p• �' e z S s - co i DATE y �J 2• -�I •N APPROVED_--- — - I ; TITLE — G _14 / 135 \ _t 19_ ___—_�17® 9 PATE —, :i�e. I o • I;. irPc i I ,..lei � _ ....., STATE OF MONTANA DEPARTMENT OF HIGHWAYS RELATED PROJECTS \ �,____ •; 1 APPROVED: MOHY4p4 uu�uuv�uJiwa av f p,,. ©J .�. ./• 19 ° �o `r. JACK R. i; RONALD P. RICHA RDS 9ECKERT 0 0 GH DIRECTOR OF HIGHWAYS WAYS z 205 ES STE 1 •f i" •� I ADMINISTRATOR NQ/NELP ENGINEERING DIVISION 23 J I = 24 4 '".. 20 w I i— . a U.S. DEPARTMENT OF TRANSPORTATION \� N Of °e ni= x �_Y i • FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT w m �• W APPROVED: AGREEMENT NUMBERS o Z o -- -- oD p "` W C3 R W d I.C. Cor ao a P. E. a a 0 a DIVISION ENGINEER DATE N OD n Y FIDE rv0 42 STATE PROJECT NO. SHEET NO. T A B L E O F C O N T E N T S MONTANA M-1212 (1) 2 ROAD PLANS SHEET NO. PAVING PLANS SHEET NO. TITLE SHEET I KAGY BOULEVARD STA.- 4+70 TO STA. -0+33 18 TABLE OF CONTENTS 2 STA. -0+33 TO STA. 14+50 19 ,LINEAR & LEVEL DATA 3 STA. 14+50 TO STA. 30+22.9 20 GENERAL NOTES 3 STA.30+22.9 TO STA.44+00 21 UTILITY ADJUSTMENTS 3 STA.44+00 TO STA.57+00 22 TYPICAL SECTIONS 4 SIGNING PLANS SUMMARIES SIGNING SUMMARY S-I SURFACING CONCRETE CURB & SIDEWALK 5 LOCATION & SPECIFICATIONS S-2 STRIPING DETAIL FOR KAGY BLVD.&WILLSON,KAGY & TRACY S-3 SEEDING, MEDIAN CURB 5 SURFACING, MONUMENTS, PAVEMENT MARKINGS 6 STRIPING DETAIL FOR KAGY BLVD. & HIGHLAND BLVD. S-4 TOPSOIL, FENCING 6 STRIPING DETAIL FOR KAGY BLVD. & SOURDOUGH ROAD S-4 / STORM DRAIN 7 SIGNING PLAN SHEET. STA.-0+33 TO 30+22.9 S-5 CULVERT 8 It '. STA.30+22.9 TO 57+00 S-6 TYPICAL INTERSECTION a STORM DRAIN AT BRIDGE DETAIL 9 BRIDGE PLANS MISCELLANEOUS DETAILS GENERAL LAYOUT B-I INLET AT NORTHEAST CORNER OF SOURDOUGH RD. d KAGY BLVD. INTERSECTION. 10 FOOTING PLAN, SOIL BORINGS & CROSS SECTION B-2 CURB INLET CASTING DETAIL 10 ERECTION PLAN & SECTIONS B-3 TRASH RACK DETAIL 10 FIELD INLET STA.50+70-45' LEFT 10 FIELD INLET GRATE,FIRE HYDRANT RELOCATION,MONUMENT BOX I I SEDIMENT MANHOLE II UTILITY PLANS STA.-0+33 TO 14+50 U-1 STA. 14+50 TO 30+22.9 U-2 STA. 30t22.9 TO 44+51.7 U-3 INTERSECTION - LAYOUT 12 STA.44+51.7 TO 57+00 U-4 MASS DIAGRAM - KAGY BOULEVARD 13 STORM DRAIN PLANS KAGY BOULEVARD STA. -0+33 TO STA.14+50 14 CROSS a DRAINAGE SECTIONS STA.14+50 TO STA 30+22.9 15 SOUTH THIRD TRANSITION X-IA STA.30+22.9 TO STA.44+00 16 STA.44+00 TO STA.57+00 17 KAGY BOULEVARD X-I TO X-21 DRAINAGE SECTIONS X-22 TO X-23 SUMMARY STATE PROJECT NUMBERSMEET NG MONTANA M 1212 (1 ) 3 CURB OPENINGS ALL CURB RADII TO BE 30.0' TO BACK OF CURB UNLESS SHOWN OTHERWISE ON PLANS. MANHOLE IN PLACE -ADJUST FURROW DITCHES CURB OPENINGS TO BE BY PERMIT FROM THE CITY OF B02EMAN AND DISTRICT STATE HIGHWAY ENGINEER. TO BE PLACED AS DIRECTED BY THE ENGINEER AND THE COST DISTANCE FROM € ABSORBED IN THE UNIT PRICE BID FOR EXCAVATION CLEARING AND GRUBBING STATIO:: LEFT RIGHT TYPE REMARKS TO BE INCLUDED IN THE UNIT PRICE BID FOR UNCL. EXCAVATION. -0+20 TEL. 9Y OTHERS APPROACHES S1111CUT EXCAVATION 78 TO BE IISEll AT TIIF: -0+02 2`,' SWR ADJUST TO GRADE NOTE APPROCHES WITH CURB RETURNS SURFACED AS PER TYPICAL Dial•:r'rioN or THE Frtat.,: EnriNsFR. 1+36 € SWR SURFACING DEPTH TO END OF RADIUS,OR TO EDGE OF EXSISTING PIPE EXCAVATION QUANTITIES ARE FIGURED 1+47 1' SWR " " " PAVEMENT AS DIRECTED BY THE ENGINEER. i'IK1M EXIST]NG GROUND CR SliBGRADE _N 5+64 SWR " N ;iTRF.E'I'S TO RE PAVED. 10+13 5 T M.DRAM SWR " STRUCTURE REMOVAL SEL' THESE STANDARD IIIGHWAY DEPARTMENTDEPARTMENT10+16 3.5' I> ' 21+45 € SWR LUMP SUM-SEE SPECIAL PROVISIONS DRAW]NGS: 24+28 €. SWR " STA. NO. 53 DROP INLETS u COVERS 27+31 2' SWR ' NO. 54 CI1 RB INLE9' BOX 6 COVER 30+40 € SWR " NO. 57 PRECAST CONCRETE MANHOLE 33+98 #; SWR " No. 65 CONCRETE SIDEWALK 38+08 li SWR " NO. 66 .STANDARD CIIRBS TOTAL: 17 BEARING SOURCE BEARINGS SHOWN ON THESE PLANS ARE BASED ON SOLAR OBSERVATION. LINEAR DATA LINEAR DATA LENGTH OF ROADWAY 2 LANE URBAN 5,643.8 Ft. = 1.069 Mi. LENGTH OF BRIDGES 2 LA13E URBAN 58.1 Ft. = .011 mi. TOTAL LENGTH OF 2 LANE URBAN M-1201(1) 5,701.9 Ft. = 1.080 Mi. WATER VALVE BOX IN PLACE- ADJUST LEVEL DATUM SOURCE USCB GS BRASS CAP SET IN CONCRETE AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH WILSON 8 LINCOLN STREET ALONG THE ABANDONED MILWAUKEE RAILROAD TRACKS. DISTANCE FROM € ELEVATION 4890.07 STATION LEFT RIGHT REMARKS -0:32 24 ADJUST TO GRADE 026 45' ADJUST TO GRADE BENCHMARKS 0+26 0+31 2a- " 0+46 15' „ 6 26 4 -�'��• ELEVATION DESCRIPTION 6+35 33' " 9+93 15' " i 4907.29 I.P. N.W. COR. CHRIST THE KING PROP. 10+35 , tr 4899.00 I.P. S.E. PROP. COR.(KWIKWAY) 10+55 55' " 17�37 26 ^ 4897.14 I.P. N.W. COR. KAGY 6 TRACY 17+65 24' " 21"40 50, 4899.03 I.P. PROP. COR. 56+50 25' _ 56+80 30, 4895.86 I.P.PROP. COR. LT. KAGY NEAR CP-4 57+20 25, 45' LT. 18+85 TOTAL: 16 #6 I.P. P.C. REF. 45' LT. € KAGY #7 4904.20 I.P. S.W. LOT COR. ACROSS KAGY PRO' GOLF CLUB #8 4906.08 I.P. CP-5 55' RT. STA. 26+63 #9 4906.99 1/2" GALV. PIPE ON LT. SHED, KAGY EIRTEYDRANT IN PLACE ,ADJ.-RELOCATE #10 4905.75 Z.P. S.W. COR. OF LOT LT. KAGY #11 4939.01 1/2" GALV. SQ. HEAD BOLT 3' SQ. YIELD SIGN KAGY 6 SOURDOUGH.. 32' RT. STA. 44+52 EXISTING LOCATION RELOCATE LEFT RIGHT LEFT RIGHT REMARKS 2 4964.03 1/2" GALV. SQ. HEAP BOLT 2' FROM FE. RT. KAGY 35' 38 35 38 W/VALVE #13 4987.59 1/2" GALV. BOLT 1' NORTH PANEL CENTER 51, 51' W/VALVE POST RT. KA#14 5008.09 I.P. PROP. COR. S,W. COP. KAGY HIGHLAND STATE PROJECT NO. SHEET NO. MONTANA M-1212(I 1 4 90' CUT SLOPE /6' EMERGENCY B/CYCLE 3./ 5p4LESS EMERGENCY P,4"IN6 44MF PgiQi�/NG � CONCRETE BETA/N/N6 W,4LL WILE DE= STA. //t2o To STA. /3t95 0 z' L--- 5LI,3DRAIAICURB SEE DETAIL. 01V 5HEET LQ NEW CO CRETE B/TUM/NOUS R 4 EXIST. G�QO. CURB UTTER MEDIAN CURB W 2.�y STGR DWG 66: SEAL COAT-GR.S-2EMULs/ON STA. 9410 To 5TA. I7t30 0.25 PLA(/T M/X B/7UM/A/O!/S STA./7*3o To STA. 22 t0 0 47 RT SURFAC/t/G �G�OE SE DE E TAIL ON SHEET B,) 0.33 CONCRETE S/DE(.Y4LK TYP/CAL FILL AREA 0.33 fR!/SflER BASE fOL//2SE SS-/ TACK fQ4T�TlYD fOATS� TYP/CAL EXIST/NG GROUND TYPE A GRgvE S) 0.35'pLAil/T M/X B/TUM/NGv/S BASE �GQApE /J TYO/CAL SUBC1-17'EXCA[14T/0N MC. 70 GR/ME fQ4T L/M/TS STA. /D t90t TD 0.70CRL/S//E� BASE COlat?SE STA. 22 -t 00± /TYOE A G.PAOE 5 GR,4liEL MgTE.Q/AL B/TUM/A/GY/S M.47-FA1 - R ONTiYI/X pGONTM/X I CR ZD 1,W AL/tom/SAD MC-70 SS-/ L�� B/T SURF B/T BASE COURSE OG�PEG 4TE FQ4p.M.B.S.FORA.MBB. pR/ME TAC.� SQ. Y05: 4GfJ0 40D.0 400.0 800.0 377.P 54.FEET 9.0 /Z.6 Z9.6 PER STA. 6 C!/ YOS 33.3 467 /0 F. 6ALLO,US PER STA. PER STA. ToNs 643 O Z02.8 4.7 TL /S 4.Z 5.4 O.S O.5 PER STA. �4�4 KAGY BOULEVARD I STA-0+48.5 TO STA. 56+95.5 �' v9R/£S 1�4R/ES /5' VAR/E S /5 �• 2¢ M/N. - 7,4S,-HALTSEE fR To SU.-/r 43.5 5EE SUWAG6 DEPTHS /AN CURBNOTE SEEIYAGY A5L✓O. TYP/CAL To STA -OfO. 5SECT/ON COWC 4 CURB EXISTING e 3�I PAVEMENT * VARY DiTcH BACKSLopE 3/ 3 1 TO DAY1-/6HT AT FENCE �9,PA/N DITCH L/NE, 6RA0E.45 SIVOWN CW THE PLANS TRANSITION TO EXISTING ROADWAY TAPER SECTION TAPER SECTION STA. 56+95.5 TO STA. 58+62 SOUTH THIRD AVENUE STA. -4+70 TO STA.-0+48.5 KAGY BOULEVARD STA 0+00 TO STA. 0+82.5 KAGY BOULEVARD STATE PROJECT NO. SHEET NO. MONTANA M 1212(I) 5 GRADING (SEE MASS DIAGRAM) NEW CONCRETE CURB a GUTTER (STD.DWG.No.66) NEW CONCRETE SIDEWALK � NEW S.Y. 4"x 5' CONC. S.Y. 6"x 9'CONC. S.Y. 4°x 8' CONC. S.Y. 6°x 12'CONC. STATION CUBIC YARDS MILE YDS. STATION CURB & GUTTER REMARKS STATION SIDEWALK SIDEWALK SIDEWALK SIDEWALK REMARKS + REMARKS FROM TO UNCL.EXC ST. EXC. EMB. SUB.EXC. HAUL FROM TO LT RT FROM TO LT. RT. LT. RT LT. RT LT. RT. A7., SDVTL/ 3,ro. O>Cb 48t,g5v-r S¢ 42;�;555-4 /Z4i7 O//B.S 9,497 /OrZ.7 /NCLS-Z-�i� rgETUi t/S ofZ98 ///O.S �48 T�4AC✓ /�9G 9 3�/Z Z G/./ /000 1:5�177p /NCC S Z- r,I'.4 f�E7Zo'5A/S //07. 4f/S�7 /G/•Z FREEf�iGtiT 4C:�5'.50L3 if9S '�350/ SZ'i--� ¢3J`-lo C4f�Ci%R.rL'E Z//loS Z8//G. S 7//•/ /it/CL'S-Z-30F�i f�ETUf'NS G4ZS �i4�7/` Z�iO 70T9G //S S/8G�3 /000 773 CO. CL UB�iY LOT �oflo7.rj 9f90Z /79 3 7 GZZ 9 3''7�70 4 •Q�'fS3 3 53Z./ /NCL S-/-�CJ'fi i4E-TU�ii(/ Ti4.4CY 307 G✓4hVCL.-exC. TO [�'7TJ Ti/E Jf,'T/SF/-JCT,(Ji1/Qi�Ti,iE .SY.Y/F�G70C./Gf/fT0,40 35tGZS 3Fi"f87. Z•�'O Ems(/4/NEE�i -i142J 3 Sao GJ 9 //9/.O /NCL /G8.3 �t GiS 4V//✓Cj �L/4/✓T/T/ES///C000E ff/lyL Z-4A/O Tc��'SO/L f3�=�GACEN7E/VT O��•� O�97 7 %� /NGL'S-Z-�;4/3ETJ/f�iVS 39,E,F� �//Z 3S.Z C�LJ4NT/T/ES /f 9G.7 3�/Z.Z 7157 SEE Ft-Ot/S�/EET-L�T4fL(/SG4t/O� �f/25 �/37 ZSO >�'375 4O'49 ZZ3 G + 5UBCUT EXCAVAT/aN /5 TO,5E L/5E0 AT 5pLj4�V�i// Tf/E 01RFC7/oN OF TN=F/ELO ENG/"VZEFR / 9 G CONTRACTOR SHALL BERESPaVS/BLE /0�38•s Z/�z8.o //��B S-z-3l�:� FOR rURN/SH/NG 4LL MATER/ALS/MATERIAL Gf4Zri GfG7S 33. 3 SOURCES 4/✓D f/ALIL. C4liOL PL CE G�G7.S 9f874 �gq¢ Z/�lo�i-O 38/9i S /7GJ�.J Ti3,4Cf� w r/�n�TnR SHALL BF REtPONs/BLE BR/OGE /o�ZG Z///8.4 995.6 SG3./.4000G.0�?AO 4`t 0/.8 -Sv/4S 5 //�.li',2 /i(/CG S-Z-�/Jf� i3E77/i4N,5' Z/>'7410 Z�f57.S 347 9 f-//4'f/L.4�t/o Z�i�i7.i ZSf97.S �3 3 TOTAL 7S9ZZ s�i4.S Z8fG3•/ 33/97.5 �,8 Ca. CLUB E.(/T. 33/97�i 34fZZ.5 33-3 L'OAOBED COMP4C7-10N 54,O6.5-CUBic K4Ro5 fzz� 37/srs .c feOL L/NG COVER i1I147-Z7RAL /5.y UN/TS CONCRETE CURB REMOVAL 37�sz 3717�s 33.3 STATION LINEAR 37s77.5-- 11 0 FROM TO FEET REMARKS �f3/G2�E -0SG.S 5 -Ot 6�14�8 /fQ� //B LEFT S/f375 S/of�r> ti(�y,z Z11Gw ZfO� ft�i LEFT ///Gflc Z/�4 3f07 /ZO LEFT f-!//LL�2'w A/� -`to f79 So/� 2"' LEFT 7Z7T�JL Z'�73•G 750 gG37./ /lam.s' TOTAL S�S. S SEEDING NEW CONCRETE RETAINING WALL SEE OErviL SHEET/D STATION ACRES LBS. SEED LBS.FERTILIZER STATION C.Y. POUNDS FROM TO AREA-I AREA-1 AREA-I REMARKS CLASS A.D. No.4 REMARKS FROM TO CONCRETE STEEL REINF. -4<GYJ -Of/8. 5 O•Z zlr /ZO Tf3ANS/T/O i/ SECT/C t/ ///Zp /3f 9 510.3 7Gt�Z 4LL NE76//Tl lG4/B O/Q5 Q4,6 -�j;7 O•/ Tf?iJn/5'/T/O.VU(/,9-V,17/�ez 330.0 NEW CONCRETE MEDIAN CURB SEEDET4/L S�/EET 4/GYaE 4TSCX/RLbIJIi//GR /O STATION LIN. FT. TONS CR. NEW CONCRETE BASE REMARKS //.B TO MEDIAN CURB COURSE O ll` SEE 5�2-.C/AL f3�0/i/S/O�/S CONCRETE DRAIN CHUTE (STD.DWG.No.28) C.Y. STATION CL.AC-DC CONC. A N REMARKS LT. R T. 43t00 //.7 4,0 906 43 t 80 STATE PROJECT NO. SHEET NO. MONTANA M 1212(1) 6 ADDITIONAL EXCAVATION d SURFACING FENCING STATION C.Y. TONS OF GRAVEL BITUMINOUS MATERIAL STATION REMOVE BUILD SINGLE DOUBLE LIN. FT. DOZER CRUSHED PLANT MIX TONS GALS. MIIN.FT L.F NEW FENCE TYPE REMARKS FROM TO ADD BASE MINERAL COVER REMARKS FROM TO PANEL PANEL GATE HOURS EXC. TYPE A FILLER MATERIAL PL MIX PL.MIX PRIME SEAL TACK 7tGt� 9t//o LT. Z i GRADES GRADE I GRADER GRADE 3 12BASE SURF. MC-70 CRS-2 SS-1 0-150 120-150 //f Gt3 /7tZV LT. &�Ga -4f70 -Ots(!9. 367.5 /74G //B.o 4.4 8.9 .rOs 7.7 0.9 .9/ 7a¢ /4t70 /BiGZRT 3B�i -Ot.t3.5 OtGa:J /7.9 /37.Z 70.9 SO•b le 3.9 f.3 3.3 47.4 O.4c 3/. S 4RE4 7 -Ot43. 7 Ot-Ae.-i 7-r 74f.G 34t 9 Z4t 9 0.9 /9 Z./ /.l0 O•Z O.Z /ri S S. 3Ro LEFT /BtGZ Z4/ G0�3 Ot48.S 8.'f 59.4 -�re.7 27.10 /O Z.Z Z. 3 /B O"Z O.Z /7.Z Z/f 8/ ZSf3GL. 33G 0.9 O./ O./ B.4 T4oEfALlt/S. 3R0 73 7,ne 342 Z4Q c9 /.y P./ /.lc O.Z O.Z /FiZ 07170L7- Z30 O<G20 Zt2'r0 Z/.Z 2�e�/ /39 7 998 3•lv 7B S.3 6.T 0.8 0.8 a_P-/ MEZY,4/VA4EA Z8tG6 37t� 949 StBv.Z 7t 23.8 7.9 /O/.8 S3.O 379 /.Q Z.9 3"Z P.S O.3 O.3 23.G tlE7a.4i1/Gig/rV6MEl7�L2�t/lGlYiC2� 3/tom LT /ZO 7tZ3.8 /3f 55.0 3Q 8 450.Z t34 G /G 7.S lo. ? /3.o /Q/ /O.9 /.3 /.3 /Gi?3 Ti4ACY 4//ENUE 472.T Z44a./ /75.8 G-3f 7 /¢.B //.4 4 4 /--0 /O7 S CAROL PL CE 3/f� 3d,�G2LT 3ZS Z7t 7�5.8 3/f70.O Z'S:2 2lar.S /��•8 9!2 3.G 7. 7 8.3 G.4 O.Q O.B G/. 7 COU.V7J�Y SUB ENTi�4NCE 38tG2� 3BLBt�JL. /Zri 3r 910.Zt 33.8 /.2 /O/.8 S3.O 37 9 /•4 Z.9 3.2 Z•�S O.3 O.3 ZG G MEG3�9N G7P/.t/G Of/ESSEZ 44/2ri 7 41f24"B G.2 92.3 ct�5 Z8.9 /.O Z3 Z4 /.% O.2 GtZ /B•O SOC/r�TL2�UG/lfSL240 LEFT 39t¢/ 42t70LT. 3l5 4B '¢3 Z/.S Z78 O /9W4 8 /OS.4 3.7 6.0 Q 7 10.7 O.B O.8 G4•¢ 1-5 421, -_-rev /.O Z.S Z.¢ /.9 O.Z O.Z /Q O An*9/"i/G//T ¢3t 42 44tOlo i�T Gt/o 53t 44 �o t 9�5 3.Z 259.Z /3S0 9G.4 3.5 7.s B./ G 3 O.B 0.6 60.0 N/Gf.'L OA/O MEO14<1 ao-EIV/NG Slot 9S S ii87A6Z 3,73.0 81v4.77 40j0.lF r?/.B //"G ZS.O Z70 ZGI 9 Z S Z.S ZGYJ.3 75 4St 3/ TZt R�/I 7S3 Ta7WZ 350.Z 4rOT78 ZG4�7 //.4' 9/0.7 'SZf s{O Trot3¢LT 3e� SZt� TGt 4j j'93 TOTAL �.37¢ URFACING TOPSOIL SALVAGING a PLACING STATION LINEAR FEET TONS OF GRAVEL BITUMINOUS MATERIAL STATION CUBIC REMARKS CRUSHED PLANT MIX COVER TONS GALS. REMARKS FROM TO YARDS BASE MINERAL MATERIAL PL.MIX PL.MIX FROM TO + - GROSS NET FOR i.y PE A BIT.BASE BIT.SURF. FILLER BASE SURF PRIME SEAL TACK -¢fG2� -OtPlo GRADE5 GRADE I GRADE B GRADE 3 120-150 120-150 MC-70 CRS-2 SS-I -Ot 2le 39t03.5 /9iJ.O �7to3s 3�f�!S �•O BCE mot y�s Tv37�i S073B 3vZ4.9 2l/SO 3G¢•4 Z31e.8 ZB.2 ZB.Z ZztiO ELY G��7/'EMENr S.f/.�i.S/l.4UD�VO. TOTAL 59¢7.9 5G9i.ri //43Z9 /60Z/ CsTA!/EG BASEF�S/�it/.4LJf TOTAL .4o0'L SURF. ¢DZ9.87 Z043?7 /47;.3 SZ.G //Z.9 /Z3"O 9V..8 //-0 //.4 9/�7 �� COrt/T. s3.z4 3%F ZXd/ Z.6 /,t?.9 2114 /6.G ZO Z-O / 3 MONUMENTS (SEE DETAIL SHEET 10) 7V7WG /79/8.// 7479.7 7j3S3 TSZ 3%.8 44d8 398.Z -fGr. ¢/,G 33Z4.O STATION ADJUST NEW REMARKS /£46YBOULE/'/J/l0 HIGHWAY TRAFFIC MARKINGS sr/� O'c� i� caR^'ER STfI. /OtZO �15"LT ¢ MONU. TRACY AYE. R 4ST/C Tf�4FF/C STi4/Pp/it/!t /�4/NT 51.4/P?/�t/G SECT/ON CORNER 4'yELLO� 4Fi G/NE/!G FEET -�'"YELLDl(/ 471JL/rf/E4G FEET /.B lygGLO.US np S7so� � SEEOE7-,aiL SNFET / YELZo,v 47p 3.to " Z¢'yELLOK/ ZGG 42;./ T1�T4L 2 / B S'"K////TE /, S4 S TOT4G //.S lrgLLGYf/"' ZV"y6LLO/T/ 3¢4 yELLOW AA?//T-=- -.0 " PL.9.5'T/C I�G�OS � SYM,BG/GS i4/37,X.G4RE FEET, !1/.///TF" STATE PHOJFCT NO SHEET N0. MONTANA M-1212 (1) 7 STORM SEWER LIN.FT N W .C.P. SEDI- L.F.NEW CS.P L.F NEW � GROUTED k NEW M.H. NEW CURB NEW CU. YDS. F.E.T.S. STATION IRR. CLASS 2 MENT 0.064" SUBDRAIN W REMOVE TYPE 3 INLETS SEDIMENT TRENCH EXC. WITH REMARKS TYPE FROM TO 12 15" Is M.H. 24' ? 48° w INLETS RIPRAP TYPEII TRASH SK -/460 -/;a5 32 7.0 R7- cXTEN.0 EX/57-I1V6 57-ORM GRAIN CIE -/rVCLUGi�l7/rVGTPE gl�4rVT/T/E5 -0+22 -0+06 - /a"X 20"RCR — -0+36 -O//8.5 /B 8.1) R r _ONNECT TO NEW INLET AT 62'c,` -Of/B.6 -0�106 36 RT /SD CONNECT :O ZX/57' MAN.yOLE Al- -0f06 Z3 'RT / f 66 Z f 46 80 /O.O CONn/ECT -0 EXIST /9'RCP 23 RT 2+46 36 RT. R-r 4 0 RT 2+46 .3 f/4 /40 aO;Y2z�?C� 47 0 CONNECT TO EX/5T 24''CSP W/BA,VD €' F/ELO CONNECT/ON5 2+57 3423 68 LT LT. 440 CONST NEW 4-✓XNNOLE ON EXIST 24"G SP 9-+00 74 L ' RT /5.0 CONNECT wEW/NLET5 TO NEW MANHOLE AT 9+/0 g//0 RT CONNECT NEW 5U43ORAIN 0478 90,86 [.T /B":r/5'RCR CONNECT To NEW MAN.40[E A7' �t86 /O+.38.5 O CONNECT INLET TO NEW&0WCP (SEF C/-z v 5414-IMARY) 9+ 0 /7+30 C902 14100 _ /7-17/ /Of3 LT. RT .54.0 ONNEGT TO NEW 36 X529A,'EC�'1 /7+30 22+00 -- 427 2550 23 f 56 LT. CONNECT TO NEW 36'X 59 z'RCRA 24,1574 RT. CONNECT TO NEW 36"X SB 12 A CRA 31446 L T. CONNECT TO NEW 24"'4 3/-55 T CONNECT T'o NEW 24 RCP 43 19.7 39f83 ZG "Z 3d 3.1 CONNECT TO SEDiME/Vr TYPE MANNa[E AT 39+9Z 47, �2 34 RT. 50 ONNECT TO 5E0/ME/V7 TYPEM4/VHOLEAT.39+92 ¢ 4- -9D 4--. �97 /36 44,187 44+ 7 %60 T. CONNECT TONEW .!/AN9-zZ AT 44aB7 � 44+87 45f 38 /05 RT, 26.0 97 CONNECT TO NEW IWANNOLE AT 44197¢ 44,(37 50+72 586' 3O i 50+70 76 G7. L7 E RT. CONNECT INLET5 TO NEW IW4NI/OLE AT 50+72 F 50//G 56+70 600 384.0 -ty6a/6 56.72 6 4 1�T 43 0 CONNECT TO NEW 1WAN1-1,0LEA7- S6-72 0 r7C TO FL=J-0®INLET% 56+7Z 56+60 60 ?T -/ 0 �O/VNECT TO VF14' A-1ANI10LE 47'56-7Z € 5t, 56-G" 3.5 /8.0 SEAL EAST ENO =0R FUTURE IN,ET 1574LL4T✓ON 56I 72 57+L/2 74 L T. CONNECT TO .VEW v7.4N//01E 47- >6/72¢ ?OTAL Sri' /3ZI l70 t.F 36"9 53�L"ZCPA X Z4" TEb M H � L _ � STATE PROJECT NO. SHEET NO. MONTANA I M-1212 (1) 8 CULVERTS BITUMINOUS MEDIAN CURB STD DWG.66 LIN. FT NEW R.C.P. :;,v FT END STATION LINEAL TYPE A STATION I Nam'" f'/D/NG SECTIONS HEIGHT HT CULVEEXC RT GR OUTED REMARKS FROM TO FEET SURF. REMARKS 18° 24 30" 36'z58 /p' _ S P REMOVE TONS R.C.P.A. 064' tYPf'c" LT. RT. COVER CU. CU. YDS. 3fz7.8 -/.435 /B47 3g K//L L 5Gx/47/E. /f82Z lofZ9.0 9/Zlo /B•G MEO.�L�NTAG-ft/1///i/'Y.�1Y 7,'90 /8"A4B' CMP 22.7 lo/8/.O 9+53 Z Z z 30'x 6 0'C A4P 2 .3 90.0 TRAC✓ 9/75 LT /8"A /6' RCP 44.3 CO/VAZCT TO NEW iAANNOLE /OfOiO -9 ¢z� /0 f 20 L T 30'X 6 S' RCP 3/.5 CAF�OL PL CE GOl/NTi�y CLUB /8"X 60'CM'P 57.6 Z8/8Qe9 /734-/ 35.4' t 40�-F 5uBORA/ Oi3/l/Eif/41x 7407 40"x65'X48C5RA 28 9 37f9/.O 44��3.0 /3�•/ ZG.Fi /7*/0 /48 40 / / Z 3 /40.0 CO/✓/JECT NEW 5U60RA/1v'S SLOUfsrOOUCyr'/i z40 24108 36"r59'x76'C5PA 3./ 4�if53.O 51vf34O Z/7S3 4 24412 204 `-7 / / 179.0 f//G//LArtIO BfA22- TOT4G /O 27/.3 ZdJ.G 24,1 7. Z4 X '6'CMP 0.4 24"X 50'CMP 3,5 /Cu FT. OF M4TEi3//IL K//LL M.4/IE,4�UT 34rZ6 30"x44'C44P 'Z 1 3.S L/NEAR FT. OFGUr4B .35f 75 44 / / 2.0 APR 374-65 40 / / 2.0 APR RT. 39f69 /0'X28'CA4P / 5 4042-6 50 / / 3 O APR LT 40 f 2 9 /2 x/Z`x2/'WooD l•3 44f66 /2"x 54'C41PW/.V 7, 2 RT,4T EX/5T CO RD, '0TAL /ZO ZZZ 35Z /76 //9 6ZG 7 7 �,3 ySO,I I STATE PROJECT NO SHEET NO MONTAN A M-1212 (1) 9 h EXP.DiJ'r/DiJ' JO/iYT � � —cDiYc'RETE/rYlEr.Of,�Y fv�Ey�,vic e,�,�v/f� � Q --co�rsr,P,acrio� .roi�r Bl'.BAY/OGf��1'P�P.�'lCdP �� - �� ------ --- ------ -- - - --� r fa/SriYGiY/14 L/AYE \ ST.O39f91/.? & n "� X OfGf BL[i/LEY. D h� r -- �Q YYf/EEL ctl4/�P.P,4�1P B IZ L s//EET a �JJf3'r EiYYOO�- i $ � EX��4/1`s'/O!Y JO/iYT ti Q TYPICAL WHEEL CHAIR RAMP sc�ZZ7 SIDEWALK & INLET PLAN ON EAST END OF BRIDGE �1/i�1ELEf=�9/Sf .sT,QS9,s6Q7B 9/OEN�/�Y -"!!r .4 8 -. IEiYlE�Y t�P/Li;E df.�lT ELF✓.=4910.26 /2./DLOCOE /2 RCP F�M TD/Df"ex, L/rYE /NL ET C.Y.✓/.f .SODi19P I ELE1�--ow Ro SOGb� FiFt�=4st 169! �jLf/zRe� SECTION A-A SECTION B-B ElfJ•A0D4.3/ r .. ELEX=AR 9CS SC OIE y,. -/• SOLE _/ '• �� C.C,vs'91I1 cfEE.t' � Of iY4G'YBOULEI//.�D L` \ �Q h p M Q EYf.0i19/OrY�D/iJT9 ¢, Z, STORM DRAIN PROFILE EAST END OF BRIDGE �� 2O //YrD10eeMr SECTION C-C SC�IE z _ d cif _ `•i Y�1�r 0 u TYPICAL DRIVEWAY PLAN scvLE/"=s STATE PROJECT NO. SHEET NO. MONTANA M-1212(1) 10 43"" B FUTURE COAICf�E7E i /A/LET 60X, y 5/�EI�Y/JLK I ROUTEO R/RRAP11 AT/NLET -- -- - - ---- ZG>�1. Q '; � SECT/O/V W/Tf!MA!Fr4L D `�� TRAS_V RACK SEE Ih /U07E- /A/LET F,PAA�IE- 7AI Va BOTH f�/GN7 AA/ =FT FLOGY 67 -11 ' �Z'm gn? FLDW L/�/E OF/=O'SEEP v7Z7TA�WE/GNT/530 rbs 0.4 OTTC,4 A/O.P7f/ 5'/hE OF w - -- � :� APP.40VE� EOU.4L. 1 _ \ b.- PLAN -MillI - NO SCALE 6" 37" 5/B"O/,4. S/Y1GiOTf/ a(t)h DITCH INLET AT CORNER OF SOURDOUGH RD. 8k KAGY BLVD. INTERSECTION FF 3s/z" �� EACc/ E.UOJ _- e - r ao /IZ:r3/B"BAQ�� I— LZXZ"X /8 . I � �LZ:YZX�/B" K{Y/K BOLT' - L I K L4iQFOEA/o DETAIL"B" 43.. DETAIL "A"n SG4LE 3 /=0" /%Z X Z/B"B4R I � SECTION A-A SECTION B-B -- - --- 6 SCAL_ _5/:0" _ I (� _-�6 � R/O SCALE A/D SCALE FG4111FEp ENS - --- - /ZC.O BAG�YOFCUrPB CURB INLET CASTING DETAIL 4vo Gur7E,� %z�X0=3'KI�Y/K f�i� LZ,;) r3/B' 0/7-61-143L0CK r/ PLAN BDLT COf/C�PF/F/t/LET A " " r-' sEE1L " DETAIL C �rFLa/A/LET OFT4 SEE oETA/L 'B"' / W/7?V 6X6 W4"OX 1W4.0 FLAT F/ELO/A/LET SEE D O� D 1 11 - ------ - m 1a Z-#4sHOFI/ZOA/TAL 4-- - \ TN/5 SHEET \ 7YP/CAL o o ` EAf-Tll \�. I SECTION A-A END VIEW LOGq�/o� _ KEYED✓O/A/7 n+l TRASH RACK DETAIL �" 3=0" 6 C oi�c-a �/��-� 5�!'Y/OE COA/C.4ETE S/OEW/VLK 4 #4s CEd/•TETOF 9=0" 3-f#^451�i1/G/T!/O/A/.4L ecacv 4"S/�El�/4LK sL.4a T/z4�vsvEks� - - - F1OWZINr OF DITCH FIELD INLET STA. 50+70- 45 LEFT Z -WVRP B ecir 540PE SCALE 3/8'=/"r SECTION C-C f-/oR-1ZOAr7WL ,AT INLET z/ ZDD, - #4 GtOWELS C'/Z" EL-TOP T.C. TOP OF WALL / STA. OF S/W ELEV. ELEV. - ((1 //f20 0.64, 0.40" 0.64" - ZGdl. •I � Z-O" //tS0 0.79" O.SS• O/.7' QJ ----- 'Z" -- - -- /2t00 0.9B" 0.74' O/.G' h I -- IF CN IYAY /2 tS0 /.03' 0.79' 03.0" EL. 4899.5" /3 too 0.9G' 0.72" 03. Z9" ✓o/itTT : ° /371- -O 0.75' 0.5/' 03.3 " SECTION D-D 3D" /3t95 0.45 1 0.2/" C-45' SCALE MEDIAN CURB 8 GUTTER DETAIL RETAINING WALL DETAIL STA. 11+50 TO 13+50 RIGHT SCALE//z"_/=0" SCALE ""_/=0" STATE PROJECT NO.fSHEET NO. MONTANA M-1212 (1) 1 11 OLYMPIC N0. 5680 OR EQUAL MONUMENT BOX 16-'ON Ex15TiNG .Ir OPANT a, AUXILIARY VALVF 1 }I MUE U-ER A AZ3 OR `_ 36 J jam/ /STREET PAVING KENNEDY K-11 II - \ OJU57AilE VALVE DOX ADJUSTMENT SLEEVE 2''0'� SECTION A-A SECTION B-B A B A W 6� / �CURB BGUTTER a HEADY 42Z17Y STREET BASE *RAPPED IN PLASTIC z-a MIL `aI G,?ATE-NEENflH�OU�f/O�PY GO. �' a,1 s' IT IFl f SC OPIC 40JU 5'MENT Ma ,IF-l878-B7 TZTT.4L I�YE/GflT 4/O lb. z/7,4i(/ AooR01iEO j;; +S" FLANGED B MECHANICAL `l E4U.4L. PEA GRAVEL 1/3 C,Y°.l ti h1_ F- 1 JOINT WITS VALVE FIELD INLET GRATE DETAIL = ° ° a : r YA THRUST BLOCK 0 1 POURED IN PLACE I 9/O 5C4LE ° A o '16 • --2"DRAIN PIPE TO - EnSTINc PIPE •,• p es a GRAVEL BASE SMITH-BLAIR DRESSER 9Z" -•--� NOTE/NCLUOEb /N.o.P/CE "' •O p • +• SETS RASS FROM AP 1 OFF/ELD/�ULET 6 A e •° - REFERENCE POINTS BUILDERS PAPER VPRECAST CONCRETE SLAP e PLAN p y'e CONCRETE BASE • ,_d a r. 6'MIN. FIRE HYDRANT DETAIL MONUMENT BOX RELOCATE OR ADJUST IN PLACE NOTE SEE CONJT STD NO 51-01 FOR MANHOLE r)FTAILS 2.-011 CATCH BASIN TRAP SIMILAR /TO(NEENAH R-3705) PSOIL —BIKE TRAIL SIZE TO MATCH OUTLET PIPE 1 TO TOP OF CURB 1 f j jgr�1 �ei L�;((.t:!' 'r•. PRECAST CONCRETE INLET BOX E _ 5 -0� "p ONE HALF SECTION OF 1 24•I4 GA CM PIPE o °o o .o u u e o ° ` . � c� • WITH STEEL ANGLE L 2•'i2%I/8"WELDED O oo O o 0 0 o u o �i • �, RANIN CK TO C.M,P,B FASTENED • WASHED GRAVEL TO MANHO io' , . .• ; F� •, WITH EXPANSLE WALL ON BOLTS FILTER MATERIAL A•° 4 e A -SLOTTED 10"CORRUGATED O 1,A A PLASTIC TUBING SUBDRAIN, °d4 ' INSTALL TO GRADE SHOWN • '. c °° ON PLANS " — h a ° 4° 41a 4 .I • • , - -•e�T O �- B"OIA.ACCESS MOLE a p a a • 48°R.C.P.(CL.II) 2•• .�4 N 91 SEE DETAIL AT N A • e • '•1I FILL,ET, "k BOT TOM OF SHEET .. • _ — - .— �— 9 '0Y.Y2—,tea j.••,. - 10" IO" 1011 •-. •�• • • / i B"OIA-ACCESS HOLE BOTTOM TO BE PRECAST WITH FILLET TO BE POURED IN PLACE OR BOTTOM _ B FILLET TO BE POURED MONOLITHICALLY -- --- SUBDRAIN DETAIL $•-D" L 2"X2'i I/S WELDED _ TO C M.R _V " EXPANSION BOX vs A I 12"0C. • '-. SEDIMENT TYPE 118.1,1/2"S RAP I/C•GA��((��---{A6_-51 %91 I",PETl �FIT.JM.i � STORM DRAIN INLET I/4 V BOLT- IA.1.r•.•�d j y Yl 111, ri A STORM DRAIN MANHOLE WITH SEDIMENT TRAP CURVE INFORMATION 'i �/ ,, STATE PROJECT N0, SHEET NO. I�BOO/l/S 'iI/6J%Pr ®�p0//h' �giiyT loG'L/ O ypp///sOp/i1r S/Lr. ®/fj/,yr3/ (r /ff ✓� MONTANA M-1212-II1 12 OFSlO-Ot4Bs0 Of 4'lG OrB6.49 DF3102f//d9 D� l0 Zt�7/7 / d 90'DO"OD" d=2/' "�S G1=/2/"DSOO / /�� /✓/ /f ! T-3000 'P'-3D.DD' �P=/.SGD' iP-/.SOD' /✓ I f // / 50'ew0/!/s'.2yiyr/.SL, O,Q,p�//S�p/p/yl/2�GisL/ ®.�,pv/!/.s'.q,/if'r/G6'Lr //f �•` / �!/ // 0�9r.�vf�B.SO OFST.O/tom/B / OF3/O 2tS.s92= iPJ DF�l0 fit/ A9 // l� // f a=/PB'ODis• T=3D.00 /2.90 Q Af O/9rG 0� 3O Of 37Q 2t2 SO ✓f / /7 d=9D'ODDO" 8=3000' 7IC7 L=�7./.�' L:stO.Bs/" �22/.'l/" COAlC.PETG+Ei CU.PB-- _ /✓� <<_, �/ � i /✓ / � �/ � �, // ' �� /'fE0/CAL-DEiI/TaL - 8 ICI 11 W 0 � � 40 h III ! 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POLES - TREATED TIMBER - BARN -6° TOP 0 _ LINEAL FT. POLES - TREATED TIMBER - CLASS 4 _ LINEAL FT. POLES - TREATED TIMBER - CLASS 3 I LINEAL FT. POSTS - TUBULAR STEEL io64 POUNDS POSTS - STRUCTURAL STEEL _ POUNDS OVERHEAD STRUCTURE-METAL - CANTILEVER LUMP SUM OVERHEAD STRUCTURE- METAL - BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS- METAL LUMP SUM GUIDE POSTS - _ EACH HIGHWAY TRAFFIC STRIPING - WHITE PAINT _ GAL. (S ) HIGHWAY TRAFFIC STRIPING - YELLOW PAINT GAL. (S) WORDS 81 SYMBOLS - PLASTIC - SQ. FT. DELINEATOR REFLECTORS DESIGN A EACH DELINEATOR REFLECTORS DESIGN B EACH DELINEATOR REFLECTORS DESIGN C - EACH DELINEATOR REFLECTORS DESIGN D _ _ EACH DELINEATOR REFLECTORS DESIGN E EACH DELINEATOR REFLECTORS DESIGN F EACH DELINEATOR REFLECTORS DESIGN G _ EACH DELINEATOR REFLECTORS DESIGN H i4 (Y Pik) EACH REMOVE SIGNS - GUIDE EACH RESET SIGNS - GUIDE EACH MISCELLANEOUS WORK _ LUMP SUM BARRICADE- TYPE I A LINEAL FT. REMOVE SIGNS ' �3 v EACH RESET SIGNS 4 EACH ---:r- PREPARED BY TRAFFIC UNIT DRAWN BY: CHECKED BY k 11 STATE PROJECT NUMBER SMEET NO, MONTANA M i2i2(i) 5-2 N fr vh � Y �a �3b N d poS'''b nab O�y �J"'dv be V/ � bb�1jOb 1S Z J W S`rb Q LL b �J SS " a O - w LL J a aO1 w a01 Ur 0 b n F" aO1 A bl 3 b3 SI m ONi jai NI) o p N D N JNi D tbl 3�i1jdlys (� N%b°"''°� M M� h � M `� h � '� h "� h ►� h '� h M h M �n h V 1J ! �! H3)1S 04 Al �l OyJ 1SOa 3JN n' p n, ^ f n >bbb3>J N N ,y N N ti �\ N N 11N mllt t IV bf (� }� 4\k� \ y, h DRAWN BY: CHECKED BY: vti STATE PROJECT NO. SHEET NO. W MONTANA M-1212 (1) S-3 Z W Q V Q ti12 AGY BOULEVARD h � �► �T �� .sorE P,aiyr',as�,r%��r s�.s'a ho -h� � Oa rE«osy � Q M h14 INTERSECTION MARKING DETAILS — w W 12 /fBOd:Y.O%1 3 M .01# h W _ vyy 60 ,2v 4� BD0 \ W 1+1 � 0 4 r o 2 J -' i%//Y 4 a t KAGY BOULEVARD h h h� �-� h� �� h �' �� '�� - - - � - — �-ar�,v`d/�Eoioi✓s�n®�o STATE PROJECT NO. SHEET NO. MONTANA M-1212 (I) S 4 cr `p Zj 0�1 ki IA =J I a LT ® DfO�,4 3GDiiSD/LT. 41 �F9l.OSGt3D S/GiPT — h d-/8D'QDDD" d=9D'DOOD" --I- 90'DD _ KAGY BOU YARD — I — _ oFsrasJ,�o9SB ell- 5 oFsry sG��Di d=7B°j¢�¢ d=5l�'DD'Gf�' d=/BO OD'DO" 0 57 h /yDlE �!! o5oaolr t'l/PBTD h h �� i�'r j Q INTERSECTION MARKING DETAILS FD/iYJ 6G'LT �� ®7�.40/l!9 FDwi 6GLT Df 9T.G 4.S/Z/.l00 ®iPOO/!/9`J7//�T"fP- ®.��0///3'PD/�YT 7i4T ®.�70/l/5'Oww-�3%Y7 ®,��0/l/3 �O//Yl l03 iYl ® fwm'os ,,, d>/OS OD'a9" R d°7!'2B/S" D.�sTO Z7siS7G OF 9TOZBr/O.SO DF�l.OZJt9DG OF3T4ZBt�9G OFslGZBtOSGD S0g7' P=/0.00' .Q-3DOD' =3D•00' �=S.00' L= T--28-3G' L-4S.i4t' h h /YOlE: OL! 09PC%p!T�'d�a r0 BEP�//YTEO JfLIOiY `� ti It % ti 26 NO ® 45 `-� - Y B UCEVgRD 0 r - _ z� ® C KAG�� 29f- BOULEVARpD - Df-r/r47 DF sl0 aw OF.511r.G 4St.S�Gb d=/BOOO Gf7" d-7S°DO 6t7" d=//O'.S9 JJ" r".:SDD' T=230z T=f3.SG' 7="300' l2 A. 25'ss'S2" ® d,/BOODGf�" STATE PROJECT NO. SHEET NO. USE GAP M04UTED KAGY BLVD 6" EAllA O ®T MONTANA M-1212 (I I S-5 51AI4LE. � �' 17 r- 20.�d L= ' W/Lr%ZIM4 BOTH w I-NEW V� C P. 1- 40.dC1c BIDES C1•{➢.) j V� ©j 0 DOUBLP 4 yT Lt oW �_ W J i W/9'SPACE Z W I4 _/28'00'/7 Z A." i►lEW RI•? � r` 15a- 6.00' W EXISTING,51GL1 TO'BE 7'- 2o.30 > KEMoVEO+R[GD(ATED KWICKWA`t' c• /3.4o ec v Q N owuJE 6 MKT , 1 a 1t 1 s f'�3'�(//1E REUSE• \y � YIELD mmm Evt;TINy RI-? 2 2= F;fOr1�B.c! R- 90.00' R1-1 A It Q v v d`ec F' ti h ti ti S10P BAR ro r In • "' ^i M FLUItLf- CAUIDE Pot5T5 p W/AMBER 3" D{A. ` O ► i x 16 pELINEAT01; CRYSTAL O A G h v (.SEE D1L.SF(f. F02 LOUkTOV1) ��-- ---- I Al- sz I Is W KAGY—BOULEVARD I' o QO V e5'oD FLY.XISLE 4ulDE FDST 0%9 vo O O d� a h iyOTE. 9T0 dtSO TO 'T4//f.SO 1- 9uE WIAME&K 3' DIA. 6 D F7©��O 13 17 h "I 9EE ff/EET iYa 3 U) p DELINEAToK U'.tfAL O KAGY B D. C6EE DTL SHT. FOP LOCATION '*J LV � I, � M N K �o HOUSE a h v� ^ p ^ M ^ HOUSE {aDLLSE HDU5E = R£MOVE /VOTE: STA.-SfoO TO STA.4/•50 w ^ y ' (-AIENJ M WI_7 SEE SHEET NO. S-4 v "� N REMOVE FouR (4) D F- ANO /2 4 ^ J7-3 EXISTING RI-1 USE. CAP MOUAITED R2 EI C25� h 61WLE SIy1J FA44 to KAGY BLVD. W/LF-TfEPOW,60TH W 61DE5 (i'1P) NOTE: a I-NEW ALL PAVEMENT MARKINGS IN AREAS OF NEW D-3 ASPHALT SHALL OF 10 MIL,INLAID THERMo-PLASTIC Muir- CV > Q F- 1 NeYJ U7E GAP MOUNTED Mtn D 3 SIN(aLE 51(M EALk NDuSE HOuSe HOUSE kAGY w/EI �Y) H boT wJ� 3 9 HOUSE HouSE V� KEUSE. Q� I-NE.w v04 4 y�. s� © r.✓ X h. © Ca \ ry\xk FLEXIBLE GUIDE Po9T5 X � r) Qp �- W/AMBEK 3'DIA. \ ®° DELINEATOF, U%TAL t.� � WA4 (SEE DTL SIT.FOR LOCATION) titi HOUSE °f c5 `/ z yxpo © © D% Q J '' +`� bid v Q ti o-1. ' 67 y IL tee• ry FLEXIBLE GUIDE.P0'5T5W/A DELI?E 3' PIA. DELI N } AIENTOP (5EE D1L.6KE f0E LOCATIou) ^ o � .moo I'✓ n � OTE.'.�T.ttz7t.�0�O 91.4. P9rfi0 SEE �WeET AO 9-4e STATE PROJECT NO. SHEET NO. N Y=WOO• ® .P=6.LY!M MONTANA M-1212 (I) S-6 ©/ L=9r0.84' L=/�4C9• TEMPORARY INSTALLATION PENDING COMPLETION OF ® ENGINEERING STUDY. sPE[C I-AIEW RZ I (7-5) UMR 150' FKDM $DU2DDUGH 2D. NEW N6-2 SOURDOUGH CREEK Ile, T_ J Q HOL15E ,� 1 M ns 00 \ C � w V - 1 A J ° -11) OUSE - F'LEXIDLE GUIDE POSTS --- -� W/AMBER 3" DIA. � KflGY— 4U�E�tAR a °QI DELINEATOR CRYSTAL © 000�©0© ©Oc3 k l I u+g C5EE DTL. 5HT. FOR LOCATION FLEXIBLE GUIDE P 3T5 "1l �a� _ W/AM13ER 3" DIA. t�1 DELINEATOR CR TAL_ '0 (SEE DTL. SHT. IF R LOCATION) HOUSE NEW N6-2 a SOURDOUGH CREEK ov. M NOTE: _ ALL PAVEMENT MARKINGS IN AREAS OF NEW ASPHALT 5HALL BE CIO MIL.INLAID THERMO-PLASTIC i r a 0 ci c FLEXI5LE Gu1M POSTS v i 1� I NEW ®j W/AM6Eti 3 DIA. h RI-I pEL11JEATM GK`{5TAL N,M I NEW RIEMDVE Ej(I7TIUy (5EE[7f1.5HT FOB LO(-A110�1) RI I M L �� I NEW R2-1 C25)150• FROM HIGHLAND BLVD• iENDVE 1 XISTI99 o-3) I �1 TEMPORARY INSTALLATION { ADVEETISENI cIcL+T 51y�, �, + PENDING COMPLETION OF VALI C,1 VIEW ENGINEER{NG STUDY. LL.`( V 1, COUNTS q CLUB - - �Q. I NEW R2 1 (25) 1501 FROM SOURDOUGH RD. h� KpG`( 9LVQ Ip 3W I-NEW TEMPORARY I STA LL AT ION � '{ 0 O h. Z9' WNITE('f`tP) p.3 /g\.��' PENDING COMPLETION OF m G FmclftL GUIDE P05TS i STOP BAR �PG� O D W ENGINEERING STUDY. Q p g W/ME*K 1) DIA- 1 6 © a DEUNEATOK CRk5SAL N ti� u5E GAP MOUNTED `J REMOVE E1(17T[I G 7 ( (5EE DETAIL SLIT.FOR LO(ATIO11) 1 Z K1.Z RELD TC t O SIAI4LE 5i(AM EACH ?J REUSE E:<5 mod` W/LE.7EZIM4 BOTH KI I �� sIDES lT5'P) � d°- lzl I ' G USE GAP MOUMTED .Yo1E. STGsr9sso ro s7O�Gtso G' /i3EYY LL SwGLE Iwo EAGN � 3EE 9,f�EET if'Q S-,F Z �/6 � 51DE ( )�TH O 9a �YorE•s�.�,da ra s�.c so,�z 9EE 9WzrZ-7 4V S STATE PROJECT NO SHEET NO. ST11 39s`05 OEAl7EKL/.UE BRY STL/ 7/6D CEif/TE�PUf/E 8.�6. AT;4667-MEA/T A/o. 14A/D OEti7FQL/A/E BPY-CE,[?EKL/N�B�PG. �LAf3!/TMEfIT[b ZAAITCEAITERL/A7F MONTANA M-12I2-(1) 8-1 CEA/7EiPL/A/EB�/GFOE F-/�V 70P &-Y4QD�DECK aF OEGK ELEY4T/Ort/ 491�36" `JPEs7XES5Ed CGILG�.PETF STRUCTURAL NOTES BF1IM5 (TYoE,4 J i f/.601> f/CUL 4TEd H/GN LIVE LOAD: STANDARD HS20-44 LOADING. _ EZ&-V477V(1 49D6 aD• !SPECIFICATIONS: MONTANA STATE HIGHWAY COMMISSION STANDARD _ SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1976 EDITION, AND ANY AMENDMENTS THERETO, AND SPECIAL PROVISIONS SHALL GOVERN UNLESS OTHERWISE NOTED. DESIGN PREPARED IN ACCORDANCE WITH F/XEO F/XE� A.A.S.H.T.O. SPECIFICATIONS, 1977 EDITION, AND ANY AMENDMENTS EX/ST/iUG PJ'F/LE q�LE/cT THERETO. / _ r_ ----- DFCE.trT�XL/�f/E CAST IN PLACE CONCRETE: UNLESS OTHERWISE APPROVED, ALL SUB- _ STRUCTURE CONCRETE SHALL BE CLASS "AD" AND ALL SUPERSTRUCTURE F/LE 4/O'R-X )qT CONCRETE SHALL BE CLASS "BD." AN "AIR ENTRAINING AGENT" SRALL �� - OF CEA/TE�PL/NE BE ADDED TO ALL CONCRETE. CHAMFER ALL EXPOSED EDGES OF\\ CONCRETE WITH ENCLOSED ANGLE LESS THAN 120", 3/4" AND FILLET ENTRANT ANGLES!Q/TTl>iYIOFF�DT/.U6 3/4" UNLESS OTHERWISE NOTED. ALL FORMS FOR DECK SLAB SHALL BE REMOVED. /��G ELEV'AT/D�/4B9'Q� 24P OETA/L ' (STRUCTURAL STEEL: ALL STRUCTURAL STEEL SHALL BE MEASURED AND SEE F2/P STREAM DATA AID FOR ON THE LUMP SUM BASIS AS SET FORTH IN THE STANDARD f6REET Ala.. B-Z I SPECIFICATIONS. ESTIMATED WEIGHT - POUNDS. ✓DOTE /973 y/GH YYATEI;F' FOR REQUIREMENTS GOVERNING THE FABRICATION OF "STRUCTURAL STEEL" ELEVATION ELEy4T/Or!/ 4117ae6 ' /CE- -- -L/GKr SEE THE STANDARD SPECIFICATIONS. TO AVOID OVERSIGHT THESE RE- 411IA/6 S. /A/G LE-/ /O O'� QUIREMENTS SHALL BE CLEARLY NOTED ON THE SHOP DRAWINGS. \\ SGS ex5><. /oo- r 1lw= -49oB.$ pR/FT- - L/Gf� SP,4CE5'C�4 =��D� � APPROVAL: SHOP PLANS SHALL BE APPROVED BY THE MONTANA HIGHWAY DEPARRi NT BEFORE THE FABRICATION I5 BEGUN. :SETTING OF BEARING PLATES: CARE SHALL BE TAKEN IN PLACING RE- INFORCING STEEL SO AS TO CLEAR ANCHOR BOLTS. MASONRY PLATES /o ' \ L/p �A/N<1GE AQEA-55.0 SG?MI. SHALL BE PLACED ON THREE LAYERS OF CANVAS THOROUGHLY SWABBED ` WITH RED LEAD AS CALLED FOR IN THE STANDARD SPECIFICATIONS. \ pE5/GN FLGt�p //3�C,!$. Nr9 THE CONTRACTOR SHALL FINISH CONCRETE UNDER MASONRY PLATES TO A � 7Y0/CAL E/JCN CG7P.f/F/' THE EXACT ELEVATION SHOWN. BUSH HAMMERING WILL BE PERMITTED AND USED ONLY ' 'SANS OF LEVELING THE CONCRETE SURFACE TO ASSURE FULL AND LEVEL B$ARINZ;AlTD TO REMOVE LAITANCE, LOOSE YELOC?Y 9 C{,Fl�i AND FOREIGN MATERIAL. STEEL SHIMS SHALL BE USED TO BRING 1 � THE MASONRY PLATES UP TO GRADE IF NECESSARY. STEEL SHIMS SHALL BE THE SAME SIZE EXCEPT FOR THICKNESS, AS THE MASONRY PLATE. MINIMUM THICKNESS OF ANY SHIMS SHALL BE� THE BE I COST OF BUSH HAMMERING AND SHIMS, IF ANY, SHALL BE INCLUDED i IN THE UNIT PRICES BID FOR CLASS "AD" CONCRETE. • FOOTINGS: ELEVATIONS SHOWN FOR BOTTOM OF FOOTINGS ARE APPROXI- MATE ONLY. FINAL ELEVATIONS TO BE DETERMINED BY THE ENGrNEER. PROTECTIVE COATING: DECK,-CURBS,WALKWAY,A► 7CIJAIC(ZEFE'EUP FV5P5 SHALL i BE GIVEN A PROTEC IVE COATING OF BOILED LINSEED OIL. "SEE 1 ' / STANDARD SPECIFICATIONS." \ / COVERING: THE MINIMUM COVERING, MEASURED FROM THE SURFACE OF THE CONCRETE TO THE FACE OF ANY REINFORCEMENT BAR, SHALL BE NOT LESS THAN 2 INCHES EXCEPT AS FOLLOWS OR OTHERWISE NOTED: �OTTOM OF SLAB: 1 INCH TIRa1TPS AND TIES 1_1/2 I^?CHES -- -- 49/O -- - ---- �— TWGP5IAS 2--siuCHEs IN THE FOOTINGS OF ABUTMENTS, RETAINING WALLS AND PIERS, THE CE�t/TE,PL/.(lE BE.9R/CiY - 1 1 _ MINIMUM COVERING SHALL BE 3 INCHES. SOILS AND FOUNDATION MATERIALS: BORINGS WERE TAKEN AT POINTS SHOWN ON THE FOOTING PLAN. 1 THE SERIES OF NUMBERS SHOWN ON THE LOG OF BORINGS INDICATES THE /5 SKE6V TYP/CAL EACH I l ` �X/��]/ Z�Xz4'�YDDDD O� NUMBER OF BLOWS PER 6" PENETRATION FOR EACH NUMBER OF THE SERIES OF A 2" SAMPLE TUBE WHICH WAS DRIVEN IN ACCORDANCE WITH THE EiUO OFBR/pGE 1 I B�/ Q STANDARD PENETRATION TEST MADE WITH A 2" SPLIT TUBE SAMPLER USING 1 \ I a A 1404 HAMMER HAVING A 30" DROP. THE TOTAL PENETRATION OF THE O "I SAMPLER TUBE IS INDICATED ON THE CORE LOGS AFTER EACH SERIES IF 6" PENETRATION WAS NOT ACHIEVED IN 50 BLOWS. THE STATE HIGHWAY DEPARTMENT DOES NOT ASSUME ANY RESPOOF HATER FOR ANY VARIATION OR MISINTERPRETATION OF THE CLASSES OF MATERIALS - 1 _- AND ADJUSTMENT IN BID PRICES WILL NOT BE MADE IF THE MATERIALS ___ \• ` `.�, FOUND DO NOT AGREE WITH THOSE SHOWN IN THE LOG OF BORINGS. \\�� —�� itlUrE- FOK F�EMO✓AL OF X/5T/AJO WGt�O STRUCTUKE, BACKFILL: SUPERSTRUCTURE SHALL BE IN PLACE BEFORE ANY BACKFILL i IS PLACED AGAINST THE ABUTMENTS. FILLS AT THE TWO ENDS OF THE V-7:6Ft�`AL OF REA/IOVE� I STRUCTURE SHALL BE KEPT AT ABOUT THE SAME ELEVATION DURING THE 99O I R/AL AA/O CLEAA/f/P OF PROCESS OF BACKFILLING. SEE ARTICLE 11.04(8) OF THE STANDARD SEE THE f�OAD PL.AA/S' SPECIFICATIONS. / SFECIAL PFZOV/S/OA/S. UTILITIES: FOR LOCATION OF UTILITIES SEE APPROPRIATE ROAD _ Jo L�HEETS. � STRUCTURE EXCAVATION: STRUCTURE �AVA7�I �''�E 6�1LC+3LATED 1 FROM NATURAL GROUND LINES AS EXIS9ING BEFO NSTRUCTZON COM- I �� y MENCES IN THE VICINITY OF THE STR&TUA4✓'u It " .. - _\ STATE OF MONTANA,, - STATE HIGHWAY.-G.OMMISStON_ -a� A BRIDGE OVER SOURDOUGH CREEK AT STA. 39+32.50 t f,5Cb7- ST.4 4/t0� 1(/O7ECarnl7l/P/(IrF,Cl�gLs �S0 \ I \ Pl.ELEI!49/6.50' PROJECT No. M-1212-0) ,47- /"D" T 111�5 \ \\y ` 57�137-/59 GALLATI N COUNTY P 1 PLAN PROFILE GRADE GENERAL LAYOUT \� I � � 9os lvo scA/E �J _CEA/TE V,f1, -j9R/LL GEd/7ERL/A1E GJ�/LL CEA/J'LFRUA/E jPF/LL CE�RL/A/E OR/LL STATE PROJECT N0 SHEET N0. �NOLE 32'P/GNTAT `HOLE ZS'i?/GHT 4T f10LE_'- LEFT/lr f/QCE3/"LjF�=7"47- MONTANA M-1212-(1) B-2 STA, ,3'9lZS STA. 3'9f8/ 5711. 3Wt 97 r.�-TA. .39-f63 ELEl64T/OA/ ELEL/.4T/OA1 EZEY.4T/Od_/ ELEY,4776 / 4907.� 49DZ.GYJ" 49D5.50 49D4.GD R41'K jF7?(524W/ G.W EZIFY-1967a,40' BROWAI jeMaMi,V 5/LTY 5/1-7Y 54- A/o _ S/L7Y SAA/p ::sWu0 BERM E1_Ek147'167A1 BFrON Al ///// //3/Z 9904.50'C ABUTMEAIT Uo. / 5/L7-Y SEKM ELEIiATIOAJ �'V42 W?N G.l�Y.ELE!/. 41742117,W 4905.50 E ABUTMEA/T Ala, 2 GW. ELEV 490Z.50 4= SOME CGQXKFL Gld!EM=v 490/.G?�' // /7 7E - ////7/78 - //Z/5 G�1/ZK 3/S�7 3�Z�Z eldiWfl S/LTY I'h' BROWN FVAT7DN GRAliEL1 Y Gl�7frELLY S/LTY 4�96.G0 S4A/C2 SAAIO 5AA/a W/Tf/ N �7Y1E GRAVEL /O//5�20 ELEY.4T/DA1 _ - �- /5/Z4/Z4 - G�A41(5 FT-9 VE7L y 54A/G 4P96.5d' 5TREAA//BEO/SUT NO W/T/-r SC/Y!E 5/LT ELEl�.4T/O.t/ ELE!/.9T/OA/ _ 4P"17.OD �O SAMPLE H/GHER TNAN EL, 490/,6L;7 4g96.00 KKG�'ElrE� RIP RAP DETAIL A/O SCAL E DRILL HOLE No. I DRILL HOLE No. 2 DRILL HOLE No. 3 DRILL HOLE No. 4 p p" A/07E- =_Ze 7-1&3(5 FDR LOG OF BORINGS :5e_ 1L BDr4/A/GS AFrE ;9�740X/MA7'� //'D 11'D•, , �1 3� NOTE p/MEATS/OA/S F77iP 43"-2-- ""- - �77A/�"AA/o Q7LUMA/S lf'D Q 7YP/CAL. 7-8' 1J DiP/LL fd;L .Lb.4 \% A/o.3ov- I I �� 1+ G';9oODE0 MEO/AN STlfO. ¢ = ¢ oFl3R/06E N 6RG 567`-Z857E ?i✓d ¢ OF BEAM D =� 5'-ro" _ 8 SnAcEs @9'-4 = 74 6 T,-PE 4 GIRDERS pR/LL �ti TYPICAL TRANSVERSE SECTION THROUGH BRIDGE HOLE A/c.Z V % N STATE OF MONTANA aRrLL STATE HIGHWAY COMMISSION -� BRIDGE OVER SOURDOUGH CREEK STA r 39fG5 CEAITERUA/E e,- TA._3 CEA17L ZIV— OF BE4R/UG AA/p GRiVTEKUNE �� CF BEAR/A/6 ANC CEA/TERL/A/E AT STA. 39+32.50 OF Bi?/G!GE. CEA/TERL/A/E SRG-CEA/TE�PL/A/E SiP6. OF B/�/06E. PROJECT No. M-1212-0 ) GALLATIN COUNTY FOOTING PLAN FOOTING PLAN ,SOIL BORINGS & CROSS SECTICN i DESIGN DATA _ MONTANA DEPARTMENT OF HIGHWAYS ADT 1977 = 1000 ADT 1978 = 1080 ADT 1998 = 3000 ra -Sv �u<nr I.o-7. 300 D. H.V.FEDERAL AID PROJECT NO M-1212 [ l l (60 rr D (60-40%) �, ` —� c.o u�I r., i I .car Fl�a•.Nd T -+ 4 _• °. ,� ,rr.•. ' _ UTILITIES PLAN K = I � 1 V c i...,.,au•. ` <F ara r�� "ter,,. .rl,�.� — +_*4!�' —.� ` '°"'°° KA GY BOULEVARD < I lL� �•a•• "•` _ LETTING DATE — �J }• , ,..1 ,.�; ,� �� _��.W B 0 Z E M A N `.•a•. " JJ / J roof• Ill ccc••- `- L-' GALLATIN COUNTY xv.•ap cfxr ` • tel THIS PROJECT FEDERAL HIGHWAY ADMINISTRATION LENGTH I. I MILES SCALES HORIZONTA14 1 Inch— 50 Feet VERTICA14 1 Inch— 5 Feet CROSS SECTIONS--HOR. & VERT.1 1 Inch= 10 Feet REDUCED PRINTS APPROX. V2 ORIGINAL SCALE •'/ i i i ( ...�7 n ...,.,..... I 1 ill ;ti n I e i ti I is I I -- • 10 1 .11• P i 12 Ljj JL 1 U� ti� F t s'r i �� •..,, �i`III(I IB IyI i. I - a irr... -A AL AL lk IL u �:i.1 1►� i it C 14 ! 13 V• w n f_ i-_----7® r STATE OF MONTANA DEPARTMENT OF HIGHWAYS . ) G 1 •i....... _.. �. RELATED PROJECTS (\\ • / L �- J AF < / -. 1 - '/' APPROVED: 9 0 o MONr4 N4 1 �' M o --- v�ilUuvvvcvutury , + �''+�"� •� N JACK R. 1-- •� �a'EIl•!u1�"'r '-' --'/,J•• i \1 RJ ANDERSON u. BECKERT y DIRECTOR OF HIGHWAYS s 205 ES I � q 8Y ' P FriSTE f. 1 ( 1• / --�° {S� •i �a ;' I ADMINISTRATOR •�INEER ems? ENGINEERING DIVISION 23 I :24 r IL �f �`yl9 •� 20 '`\ - I _ U.S_ DEPARTMENT OF TRANSPORTATION ,,,, !; �, •a FEDERAL HIGHWAY ADMINISTRATION 8 F ASSOCIATED PROJECT � .� � .� ' APPROVED: AGREEMENT NUMBERS + uU ? DIVISION ENGINEER DATE P. E. FILE NO 42 ,t I � I � � ray r � *• � � � � � 1 1 1 11 � � a 1 � • ` 1 \ 1 1 a \ 1 \ \ 1 1 \ s�! 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ADT 1998 3000 FEDERAL AID PROJECT 0 /� 1 N M 1 1 l "'•.." /� ( ,D. H.V. 300 ..rar. ,Y '�< — o",� RIGHTOF 4% ` WAY PLAN A N . - .T r..�. T" .�;....o - I` / I r � a� KA GY BOULEVARD LETTING DATE —�� BOZEMAN T_ "�Ll , 11,' t z THIS PROJECT GALLATIN COUNTY CONVENTIONAL SIGNS FEDERAL HIGHWAY ADMINISTRATION LENGTH I• I MILES RIGHT OF WAY LINE - CENTER LINE(C I OR PRQJEC TED U NE - - - SCALES STK'D.CENTERLINE •------v - PARCEL NUMBER O HORIZONTALe I Inch- 50 Peet OWNERSHIP BOUNDARY INDEX VERTICAL I THEM. 5 Feet CROSS SBCTIONS--HOHOR. & VBRT.s I Inch= 10 Feet R/W USE EXISTING R/W LT OR RE •— _ PARCEL NO OWNERSHIPS SHEET NO. REDUCED PRINTS APPROX. V2 ORIGINAL SCALE PRESENT TRAVELED WAY(PTW) .- ..L... "_- /. FZOYO O.AA/O M&7AI A STP/lK _- R/W LINE FENCED ---.�� - 2. M,4(/,?/<E W AA/O E",9:-RT.4 WZI- 3 RAILROAD R/W -- 3 H// /Y Y/UCOR /POTEO 3 CONSTRUCTION UNITS CUT FILL----'----.- 4. IAWP16-r TAE /A/ LZlIf/E,?AA/CAURCA - 5, BEA/A/E7T CO.fi5Tl�GL AJ COMPA,VV .3 FENCE LINE —.—.—•—.— CONTROL OF ACCESS WITH FENCE uun..•nun uumanunn• - 6 PAI. AA/D CB. --- CONTROL OF ACCESS WITHOUT FENCE RF'/CK - - GATE IN FENCE —•—• TV 7 A.B. AA/D V&L/VoW ,Q CATTLE GUARD=24' —•-- �— / . ✓Ef7ftY W - - - STATE B NATIONAL BORDER LINES -- --- // / /CF/E 4,,4 01,4AIP Af,4 M/A/L ,% CITY OR TOWN LIMITS LINE ----- /Z. ✓.A.AA/D A,- 9,11A&-4A1 4 # COUNTY LINE ----- / ✓. � A/O ✓U . 1 ` ` .^ 1 i •• RESERVATION LINE AW—AW/r/ /5, K/RK LZ/N/ AEL.S 1�` �- p TOWNSHIPS SECTION LINE 2 \ •' �..) .i... ••..,.•+ A ,6 -'S 1/2 SECTION LINE 17 M A OO✓7.- 1E/A67Fi1i- \\\ I mo. ,• 1/4 SECTION LINE /8 A D K 5AlE _ J\ `1( I I" ••,'•'••• i. a ,4 SECTION CORNER / K O AA - - f , _ '\ ' I _ •• V4 SECTION COR. Z g 2. A/I,Ad/o B., O �o .A o RS �- ^yri '+ IA6 secnoN cat ♦ v 2/- v IOEW GOLF CL 61ar +3 . _'wu. I ' ' " \ i CENTER OF SECTION 0 Z . lZG42ET EMME7r r °0 :, TELEPHONE OR TELEGRAPH POLES IN PLACE Z3 SPEA//AC B4EI i •• POWER POLES IN PLACE F Z5. M.A7 AA/O✓GCIlWGKEY - - -- I I�7 i • _ * a / �r TO BE MOVED a (� �- TEL OR TEL OR POWER POLES Z. QEL�A/E -- I • sffi, NEW PIPES ZZ OAl4D lA/ESS�G o Iq ..• ..... ■. P f r •• / OLD PIPES IN PLACE �- 2B LO/5 MAE SEO/YY OUTLET DITCH 30 _ A/ ._ _ - _ -�' I `1• ac -.,,: � ` °e s� s" }r j/i;. _ _,• INLET DI TCH /KBRG,4A/D_TRW DITCHES 3/ GAZL97/A/CX I/ CHANNEL CHANGES ANGES CKote-, c -BRIDGE 3�f K/.E AA/OP,O.L4l��i(/ —__� � •..J . '.:��• I / � .� RAILROADS / G IA ,y 135 I1 STATE OFMONTANA C j F•^^' i --'r�+° ✓ ; DEPARTMENT OF HIGHWAYS RELATED PROJECTS APPROVED: J r g MpNTRN4 'l .•,..,,. _ _ °eu ,� - _� ( 7;' \ n JACK R. a r / KJ.ANDERSON w BECKERT DIRECTOR OF HIGHWAYS = 205 ES •'' LG I •%' 1 8Y ADMINISTRATOR fNGiN Ee 0y' ENGINEERING DIVISION I E \ _ aI n E - +I•' •� 20 • U.S. DEPARTMENT OF TRANSPORTATION • xl \� I T �� ( �� f_ FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT f AGREEMENT NUMBERS Al o APPROVED: R W d I.C. ------- ----- ----� P. E. — — DIVISION ENGINEER DATE STATE I PROJECT N0. SHEET NO MONTANA M-12120) 2 OWNERSHIP LOCATION MAP 200' 100 0 200' 400' J 1Q4 �6� BAR SCALE ul W 7 1 1 ZS S d � a a a 17 18 y 9oq Z w o 3 5 ' - \ \� 19 QbO33 G� INE /,� �° t .6 \\ •+ \ _ -5 ION L OP\ _ END PROJ 28 NO. M-1212(1) G 25 KAGY_�-� 2 O 26 0 18 -19 �i/4 CORNER - u1 s � N LINE ui C4 r /' 24 19 O W N E R S H I P S STATE PROJECT NO. SHEETN AREA TO BE CONST.PERMT. PARCEL N A M E A D D R E S S TOTAL AREA ACOUIRED REMAINDER AREA MONTANA M-1212(1) 3 / FlOYO U.AA/O Af-- 4 a 571T/lt'LE.4 GrIZE/Y1,4.!/,".,OA,=/,4 46740 94D Z ALOU.Y/lE-`t'A.UOE..�',M:AW//I/!1 5/75./�JAYE.,9w-,.F el.AvA/.Li'.U.4 /5538 346 /5/9Z 3 .E H'/KHH%4Y/.Ul. BOZE.LI.4A/,A90./lJ.i'AL4 /7859.6 - 9 CNPf'T7F/E".c%f/6L!//f/F7Z4.f/!x/ �ZE.[l4!/,,199�,f/T/T.4L/> ZZ/79Z.8 /OOB4 Z//7Q9$ 5 E'�h'NETC�Sfb?.F"✓�7�'f/!O�>/9!?/Y /45 a"Al,-XYE GILL A56-AWk7 d/11 - -- /7 //®57 /� 3 G O.H.Xv.-C.B.BA.4R/lx- lYaZEA44Z1,MVA174 I4 sZ7� ZZ 8 604Z 7 - .Wi[11XM A.f/0 Al-✓ crZ7Z - /90ZS.TRXlY AYE. BOZEMXX/, /6�5 Z283 /9/6Z 8 LZ(7XX/EX.A 5741,A /9/OS ZRr Afz%11�N,4 ZZ466 3847 /86/9 --7- X/L/X/RJ.4Z= 79/4 SPR.C,,r 04 527ZEMXA1,A-faA,T _ zs934 7869 /Bo7o Q Zar I ✓eRWfY WXLKK/ /// 57 BLXCK.4Y / K/F7K LI MKHELS 4OiYA/ER - - - {Y. 41117 M.X.M/IHELS �9 h��Q� CEA/TEiPL/NE CURIE 0474 NE//¢ SC$t W /VW %4 SW//¢ a /VE//4 SW//4 SEC./3 yo- p•_4V SEC./8 T25, /P5E / L-Z30/Z' T 25, RGE hII / moo, 11 T=/46.5' , J / /Z �4i391.�ifiJ1/l L0 r�/o�V : Z � A.UO✓r4tilE5'GY. Ill 6�,770� 4"'1 . > �l w W 4A/p",,4R/LYX1,4. ok Coe s, r ti W Q f\W �( /L1/�NELS LOTS M w p d' 9 �/AU�ICE w AA/O:` jT• ti �• •-- T2S R6E 11,w, /r� •E /o \\:: // J/ PARKING 3: ',�` v ._ _ U v ` I BLGY"'C 'Ale, 7 4*' </o 4 + VY 2 W/ TL//Po l/E. X/UE7T GOX/ST CT/CX/ Q SEX/X/ETT Ci7ffSTPI/C7lD(/ , `� O /O C/T7 /7Y ED EMEtIT • �j I � �,' O �; / . ---- -. 3 3: lO,tlf.+7it/Y � COrY1.�AX/Y V Q '-3 : ,� � In t' NEW CONST. PEK. EX/5T/.f�i /P/GNTOFl�Y4Y�fs' „ --_— ` L -r LL ... TC-..- Tc C- • 5 1� 1 I 12 3 1 4 r„ 4 _ 6 _ 8 — i; KAGY LOZLE)A D — - - - 100, $ ..... ........ NEW �1 •I = � W CoNST, PER. G O HOU E HOUSE M7t[SE HOUSE O YLE P AA/O M� Tfrai./a�xi avo/r�c/ 3 al 1(1 CN2/ST THE K/X/G Tf�Lfi (/ o /7�tj M Q �ZE/Y1,4A/ SE //4 SE // V� n % / SW/4 5W//¢ 7-25� R5—c— 1 // 725�RGE U �" P Q Q i//�/// CE[lTE.4L/A/E CU4YE '7ATA V �VQ41`14� L: 665.965' CONSTRUCTION LIMITS STATE OF MONTANA _ TOP OF CUT, `l `l TOE of FILE_---_--- DEPARTMENT OF HIGHWAYS MAP TRANS.TO R/W LAND REQUIRED FOR RIGHT OF WAY MAP REVISED GALLATIN COUNTY FILE NO,42 SCALE I°=50' MAP COMPLETED 0 W N E R S H I P S STATE PROJECT N0. SHEETN PARCEL N A M E A D D R E S S TOTAL AREA AREA TO BE REMAINDER CONSTPERMT ACQUIRED AREA MONTANA M-1212 (I) 4 9 A.B AA/D l! L/U.47eY4. ZW ff=' ed/ 7 to / - 5, HI.A.f1O dA. -. _ --- �fJ'T,r7.0 -. --- .3 / -- ---._--- - _ /464-1 --2%!2Z2E5rf t/,M,7Z ;VW - --_13r=4-.-- --- -10836 .._.T__ AU2 .UE __'-- - /5�BLOCK IqV BOLE Al MDA/T M - - Z 6 _377 _..- 7 .✓.AUR T7AN .: _ ./YPJ_. .. riL4 784 -- /856_. 5985 -.. :-. ZIl 7D7z'T,Z,4d1173 H.I MB. 11141167 S17/ AWW17WI14 35364" 70eZ 8Z M1.4.V oO.it: P.M.."77--4 _ - :_ZC. Y77LLE'Y l�/EtVC-0LFCTl/B BLIP.. E• ,.t�1 5'�O Z 567/4T /BpO _ � {)' A29.4GA.QETEMMET ___ ZO1_G S.40G5EBOZEM//A/,.f40:fi7'AA/.4 77893 ZB45 �4B - - a CE/1/TE.PL//UE CURI/EP,4TA �� Ar,%7 U ZO/ 5. BOZ MA ,N/Df?A _ 617 e 3746 Yo.30C 0=57 OZ Z9 LOT IL7 1-1C.A,f/jP D. 5C/lAFFER l� ?• 799,ZB7 \$ 1I�! 7_✓.!Y BEA/T.ZE�' _. LOT/D f,!C."lp a4l.SC,l-/AFF� L /O y��j� = 795.738 V' GjE "U77G17Y 6?SE.L/F�T �'O. QV 7=•434,35/ y 8 5 � Ci7rof .45E EfIT ``,, / BLS 1 �`6 q`k\ CV p H O v 7 1 Rl °�' E p use � 16CAA � \ 13 -;LOTS 4?,AW-7 H.Z.A&R �A/ O.K. AAIR OW W A7TER5' /.UC / _ Q, .:c.. �•. \ Q� k^P �/ Ex/sr/si4c G� � �PEit/ 4 K/i?,�0. tit/C/�/ELS i�,4A/0 _ _ •' , ........_Tc _ ..:...............:�� r,••' /3 ' .<<L �A.LU'L�11/G�l� '••.• � M/CNELS 4 ► 8 ,0 ( 9 �v' Q �� :a/ �rV �� 7xt�wv t/ 400k7711/ l/, \ .oe r� 47 / 1• _ •:.� V � � HOUSE Q, ------ ----- / \ ' 23 \1, � i= ••,,., - a:.b\ �\ p`� Z sc�� yq ..-.., HOUSE � //'' i ::'' ' / \ o . � �� \� rc•• "^• � I� EX/S7/it/�G'�P,�IT/4�`:•' I� 1, �. � x ...,• �� h CEVTE?L/ CU�I/E047z1 � �* --- ----- -- --------- lax �uaclrsw 7v c6 3 0= w 7o 3/ ---- c 6j5 5. 7-387.3Z/ TACT/O l/gLLEY [//E[Y CALF CLUB \, ✓O%/i(/ A,AA/O FAO .VA F pU.UCAA/ EX/ST/.UG ,4/!�V�j _ '\ NDuse vn�r ✓/EYt/ ��LF"G71/$ Q `iJ u MAP T MAP F FILE Y 0 W N E R S H I P S STATE PROJECT NO. SHEET N PARCEL N A M E A D D R E S S TOTAL AREA AREA TO BE CONSTPERMT ACQUIRED REMAINDER AREA MONTANA M-1212 (I) 5 29 P.4.AA/O t7 f7EEf/E SOUIh�flG!/XG Q?IEY/�li/ YlOU7�l!/O B53/ LOO Z5= M.R.AA/O✓.G.CO/f� �.179A!A� A 50aTZ //9B2 31@9�iC/! /750 z6_ e?.�.AA/OM..4 E SGYI,�Lt�f'.4L? BOZEiY14A/,MO,f?.0',f/.o 9Z68 7/96 /9648 300 77_ �Al�/O IyESSEL Sf! GY9L!'O BOZEiJ24 ,iYl .(//! 90 63 8908 /GGt� Z - LO/s MAE SEO/4Y 820 5.7$4CYAYE, BOZEM4A/At2!//4.U4 31770 /15Gd1 /7Z70 4 29 Fl.EAA/OM L ZE MOA/>4,1/.4 9007Z 30 K6 E S.GZ FVIK-- 5/4 5..AO7w BDZEM<1AI L1A!/T4A/4 /59�9 1OT95 5Z09 3/ GA1G4T/A1 GLY/A/7Y 1=157/w,V,4WA/r.4A14 - /6.348 /63J9 O - SO / F.M. Z/Z5 S2/4LLGL� Rv. ZEif l?f/MT. 93/5 G 5 �QD Gcti CEA/TE.4L/A/E' CURVE p.4Ti4 'pO • za'?VI6" q 9Q A'3`�63.363 L- /4ZB.745 TLo O a 5 SAkn C./8 W 31 8 \v HOUSE OsEoivr M d __ 28 o � � _• .........•.... 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