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Home My WebLink AboutFederal Aid Project No. U-222(16) - East (7th Ave & Main St) INDEX OF SHEETS STATE OF MONTANA FAP TITI.E PAGE . . . . SHEET No. 1 r 1MONT. U-ZZZ(/6)L 1 [/ 1,44 TYPICAL CROSS-SECTIONS STATE HIGHWAY COMMISSION STATE NUMBER.- ----------- OF IMPROVEMENT SHEET No. 2-3 PLANS COMPLETED----------------- SUMMARY SHEET. .SHEET No.4-10 CONTRACT COMPLETED-------------- PLAN AND PROFILE.SHEET No. J/-IC CROSS-SECTION. . .SHEET No. 19-44 MASS DIAGRAM . . SHEET No. PLAN AND PROFILE OF PROPOSED _ FEDERAL AID PROJECT NO. 22206) RE. +- - T°�:� - --T..� BOZEMAN ,,m� EAST (7TH. AVE. & MAIN ST. ) 1 �., � „,,, "' •_� - - ••'•• r - ; -- CONVENTIONAL SIGNS GALLATIN COUNTY »�", 1 n c.ov r.•rn. I �i /', �1.<. "� frAr[AND NwTlowwL uw[.... COUNTY LINE V LENGTH 1.792 MILES C ;ITY. L 09OR*OR*.. "NS:: _._.- TOW- HIP u... NE r ".. r Tom+ ••^'• — SCALES a�111rmAnrrPmnmmmAww •� „'" °' -r r• I `��I:,y y •/�S^y +p s[ �-t F.A.RTC.2 HORIZONTALs I Inch— 0 _... ti. f •!r .o+`,/' of To TNKCE FORK) {u wwlL._... .—r—�I—rl— �: N VERTICAI4 I Inch= 5 N -----___--- r•� A CROSS. SECTIONS- IIOR. & VERT.s I Inch--10 t cco►woP[wTv bti - F.• w1aNr o.wwv uwc,....__...._. REDUCTION PRINTS fc ORIGINAL SCALE .—r— .• c o •c .1•fA I-90-6(/3 296 PCC PAVE 96 ^wwvu[o wwr. ..... - n •. / w[TAININO WALL{ .............. SOURCE AT WH/CN ACCEPTABLE EAT[ow •u.. rc„.A• s•sn. .r, SURFAC/NG MATER/AL MAY BE J U-2 2 2 0 6) PROOL/CEO. Lcv[[ FAs ROUTE 299 SE %q Nw%4 SEC. 34,T./S. R6 E. wtv[wrf IN.Lwc[IPLwNI . ..._.. TO bV/L3ALL LAB NO. /70532, -'NOS,/70'7/7 N[w cuLv[wrf lnwNl _. ---- THRU /70720. N[w cu Lvurf,PwonLcl ........... • On- 19.56 .owcw IDLE _._....._ _..._.. T[L[.NON[Ow T[L—RAIN POLE... O4c ST. ,t Ow[ It 1 I wKNLot[ C s BOZEMAN 1 LT '"cN'i _ � INC.CITY WEST POP 13,361 LEGEND OF COMPLETED WORK r n � O• 1960 CENS. S7 A:PEN LI ""''"ww ST owwoco wowo �� awwV[l[D w0.0 I [I((CON�TONW00C] 5T. �Q �A_ OIL...... �.,. ;rrA wD. �. I •LSO®® L--v L.' �•�•[ S -In Pwv[D woAo �w� C,l rJ❑ ©Q 1 [ T ST F.1 w ILL�[o sT� I i P-203(5) -I M1 , o o®�11 �T o 1� �ppv15 S,n A _ O,L 196 uC3a OG LANI[E�pTlOCI .JLJ IE._1wLKLM L-JLI O/L /960 El w. NO[MW.L . NENDEM ST \ \\ SIEIEIEI T F' M w sT. .A. TS.TO nM0/SON I. IMAIXI F 9 • ✓CT FA.ROUTE 50 M In 7 EE w •NIICOC[ 3T ❑ ❑a�gA;!U., g E ;w F.A.RTE. 2 w ALIVE T E wE ST Q 0Ln4ST4 N TO L/vwa_5T0" YF w ❑❑ W EE TTi CL." 77 J �o ° [du NDo T jon o r-'I r•�--,1 r,,� ST u 0 n N • . N U o p IN a NN �IN N VfO.° 71 �rN uNN N F N Q- ��2 NZN NN tiF s N IL NFp NFL NIL2 rn4 J 4 jkj N?3 �0 6 2 22 02� o13 to4� 0�0 Wo 4 $�4.o* *gam wrp� V2t9 Qls Ox 7 �o N1It h74 t9Wt- I1 � TH/A CONTRACT i I SAP SUMMARY NO. 1 TYPICAL SECTION NO. / STA.Ot00.0 TO ZG/BZ.4--PROF/LE GRADE =FIN.GRADE AT-t STA.ZG t 8Z.4 TO 3G/94.6-PROF/LE GRADE=FIN.GRADE AT TOP OF CURB LT fr RT. B9.o /O.OPARK/NG /2.0�DRIVING LANE 14.0 OR/VINa LANE 16.O1CURSED MEDIAN 14.0 DR/viNG LANE i /2.0'DR/VING LANE IO.O'PARK/NG 6r.0 PR/ME NOTE5 FOR ALL TYPICAL SECTIONS /4.0' PRIME 3.0� - EST/MATED GRAVEL WE/GHT= 3200 LBS. PER CU.YD. WEIGHT OF PL.MIX TYPE-3 -I33.942 LBS. PER O./O PER SQ YO. WEIGHT OF PL.MIX BIT. BASE= IZ5 LBS. PER O./O'PER SQ.YD. 0.25�COMP. PL.M/X H/T.SURF. TYPE 3(2CRSES.J NEW CONC. CURB PL.MIX BlT BASE AGGREGATE TO BE CR. BASE SURFACING 0.30�COMP. Pc.M/x HIT. BASE (2 CRSES.) 0.50 STOP SURFACING tom`GUTTER LT$Rr. COMPACT/ON-ADO 30'/. TO CR. BASE SURF. (Z ND.) fr CR. BASE SURF. 0.50'COMP CR.BASE SURF.(2 NO.) / ST. ONLY O.50'COMP.CR.BASE SURF(),ST) REINFORCEMENT-ADD /O% TO CR. BASE SURF.(/ST.)ONLY. = PARR BOL/C CROWN WITH 0.9'R/SE AT OR ✓AR/ABLE TO F/T EXISTING SIDEW BITUMINOUS MAIL.WE/GHT 6.5 LBS. PER GAL. M!X (FOR TYPE 3 PM.B.S.)=6 % OF WEIGHT OF PM.B.S. TYPE-3 MIX(FOR PL.MIX BIT BASE)=4 7, OF WEIGHT OF PL.MIX H/T. BASE PRIME= 0.30 GAL. PER SQ-YD. 7":?AVEL QL/ANT/T S BIT MAT/E INCLUDES BITUMINOUS MATERIAL LIMIN. L. PLANT MIX PLANT MIX CR.BASE CR.BASE TYPE 3 BlT BASE SURF(ZND.) 5URF.(1577) PL.M/X PL.MIX AREA SQ.FT. Z/.Z50 4Z.500 Z3.16e 44.500 7-Y)-E -3 "IT. BASE PR/ME CU.YD5 PER-57A. 76704 /57.407 B5.BB/ IG4.B15 .5Gt.Y05. PER 5TA. 944.444 944.444 944444 TONS PER STA. * 0,/SB.l2G AZ95. 139 /37.4/0 263.704 TONS PER STA. .9.488 1/-COG TONS PER M I. (5349.1 *15563.3 7255.Z 139Z3.G- TONS PER MI. 301.0 G23.4 G3.G - w NOTE- SEE TRANSIT/ON OF CURB GUTTER LT TYP/CAL SECT/ON NO, Z STA. 3G t.94.0 TO STA. 39t 16.0 5HEE7 NO,14 S7A.39/49.3 ONLY TYPICAL SECT/ON N0.3 TRANS/T/ON SECT TYP SECT, NO./ TOTYP. SECT.NO.2) .s TA.39 t49.a T049 t45.1 77.0� .77,0� 4.01 CURB. - /O.O,PARK//VG /2.0 DRIVING LANE /4.0 OR/✓/NG LANE MEDIAN 4.O'PA/NTED MEO/AN p -. ,..f. 4.0 DRIVING LANE /2.O'DAWING LANE O.O PARKING /4.0'D171VING LANE /?O D/Z/V/NG LANE I j I/Z.0 FOR/V/NG LANE /4.0 DRIVING LANE 7r.'O� _ 73.0'PRIME .56.0' � PROF GR.= 53.0 PRIME O _ 39/09.3 ENO TOP OF CURB q.5NEwW. /.O CURBED MEDIAN O'CURB.MEO/AN PROF/LE GRADE ONCS. = PROFILE GRADE= CONC.S.W: 4. 4.5 ENE S.W.IN PL TOP OF CURB TOP OF CURB USE AS /S O.Z5 COMP. PL.A41X B/T.SURF.TYPE 3(Z CRSES. PRIME NEW CONC. NEw CONC.CU1RB F' - GUTTER LT.G RT. 0.50'COMP CI MIX CIT. BASE (2 CRSES.) 0.50 TO CURB 4tGUTT. P SURF. 0.25 B COMP. PL.MIX /T SURF.TYPE 3(2 CRE SS.)0.25�COMP CR.BASE SURF.(2 ND.) LT.-0 RT O.50'COMR CR 0.50'COMP .MIX B/ . BASE(2 CRSES.) -BASE SURF.(/Sr J PL T 0.25 COMP. CR,HA SE SURF.(2 ND.) -0.5000MP. CR.BA5E SURF.05T.) PARABOLIC CROWN WITH O.BI R/3E AT¢, PARABOLIC CROWN W/TH 0.6 RISE AT 2 OR vAR/ABLE TO FIT EXISTING SIDEWALK GRAVEL QU/4NT/TIE B/TUM/N. MAT L. Q[JANT/T/ES PLANT MIX PLANT MIX CR. BASE CR, BASE PL.MIX PL.M/X GRAVEL B/TL/M/N. A4^7'L. TYPE 3 B/T. BASE SURF. 2N0. SURF. 1ST. PLANT M/X PLANT MIX CR.BASE CR.BASE TYPE-3 BIT. BASE PRIME PLL-MIX PL.CMix A AREA 50 FT /8.2J0 3G.300 ZO./BB 3B.500 50.YD5.PER STA. BI I.I II B//./// B//_/// TYPE 3 HIT. BASE SURF. 2ND. SURF./ST. TYPE-3 BIT.BASE PRIME cu.YOS.PERSTA. G7.593 135.)55 74.770 /42.943 TONS PERSTA. 9.l4B 10.130 /.034 AREASQ.FT l3.07, 26./.Qe G.ZS 26.500 TO YDS PER STA, .5a45 5.B69 SB7.@B9 58075/ CU.YDS.PER STA. 43.074 96.I4B 56.252 /05.89 TONS PER STA. 5.9/6 7.-7 / 0.75/ TONS PER STA. X /35.B02 *�253.472 //9.632 228.709 TONS PER M/. 430.2 535.3 34.6 TONS PERSTA. *9B.59G K/B4,02B 90.003 /GB.690 TONS PER M/. TONS PER M I. 7/70.3 13363.3 63/G.G /Z075.6 TONS PER MI. X520S 9 *971 G.7 4752_Z B9/7.4 312.4 3BB.7 39.7 I , SUMMARY NO. 2 =12( PRECAST CONCRETE MEDIAN CURB SEE SPED/AL PRO v/SIONS R.oq" jN NO Y-e. 5TA 72 t.53.0 TO 7B t B4./ AND STA.90t 28.G TO 94 1182.5 STREET W1OTH /S G•4.0'FACE NOSE PLAN TO FACE OF CURB. FOR A00/TIONAL QUANTITIES SEE WIDENING ON SURFACING TYPICAL SECTION NO. S ' FRAME. STA 53 t 50.I TO 94 t 64.1 59 t/4 TO 94 t G4./LT 57*15 TO 99 t G4./ REMOVE F REPLACE 63.0' REMOVE fr REPLACE f Z-O 30'CONC.SIDEWALK 3.0'CONC.SIDEWALK /N PLACE 7.0PARKING 12.ODR/V/NG LANE /ZO'DRIVING LANE I I2.O'DRIV/NG LANE 12.0 DRIVING LANE 70PARKING IN PLACE R.-3" „ NEW 4 X 3.0 CONC.S.W. \5�.. NEW 4'5(-3.o'CnNC.S.W. CONC..S/OEWALIC `0' 39.0 PRIME NOSE ELEVAT/O/J - PROF/LE GR.c PROF/LE GR._ .O TOP OF CURB TOP OF CURB CONC.SIDEWALK IN PL.USE A IS. NEW CONC. CURB - GUTTER LT.F�RT 0.25'COMP. PL.Mlx B/T 3URF. TYPE 3(Z CRSES.) 6�0" 0.50 COMP PL.MIX BIT BASE (2 CRSE5.) 0.25 COMP. CR.BASE SURF.(Z NO.) 0.5000MP CR.BASE SURF.(/5T) N PARABOLIC CROWN W/TH O.6'R/SE AT¢. OR VAR/ABLE TO F/T EX/STING SIDEWALK GRAVEL QUANTITIES BITUMIN. MATL. PLAN PL.M/X PL..MIX CR.BASE CR.BASE PL-/v7/X PL.IVI/X TYPE-3 BIT. BASE SURF. (ZNO.) Su RF.(/ST') TYPE-3 B/T. BASE PR/ME AREA SG.FT. 14.750 29.500 /6.686 3/.Soo 50. YDS. PER STA. 655.55G G55.55G 655.356 NOTE: SCUPPERS TO BE PROv/pE0 TOtvS .PER STA. 09.G30 /0.9.259 6/.807 /IG.G67 TONS PER STA. G.SBS B./94 0.836 AT INTERVALS AS REQUIRED TONS PER STA. A/09.758 1'`204-BG/ 98.891 /6G.GG7 TONS PER Ml. 397.7 432.E 44./ AT TONS PER M/. 1,5735.2 010C/G.7 52 Z I.4 985G.o THE ENGINEER. is 6_p" F �h T L S ECTION 9'7A.494 45./ TO 55 F 5 0.1 -yN __ a, a 414 t Z3 8 TO 409 t 73.2 N. 7 TH.AVE.TO WEST PROP, L/NE S. 8 TH.AVE. s • �, AVERAGE WIDTH 67.o' -_ LONG/TUO/NAL .SECTION 70 PARKING 1 12.0!OR/V/NG LANE i /2.0'DRIVING LANE I/?.O DRIVING LANE /2.0�DRIVING LANE 70 PARKING THRU TRANS VE RS E R/B S AVERAGE WIDTH 62.0' AVERAGE WIDTH 52.0 WIME USE GRADE USE GRADE /N PL. /N PL. % A + TRANSVERSE --� TRANSVERSE CURB GUTTER ----- CURB y GUTTER RIB I,. R/B /N PL USE IN PL. 0.Z5'COMP. PL M SR IX BIT SURF. TYPE-3(Z CR3E5.) /N PL.USE /N PL. - 2 0.50'GOMP.PL.MIX 0/T BASE(2 CRSES.) 0.2.5 COMP. CR. BASE SURF,(2 NO.) 3/B"1\ u i ► `e ^ 0.50'COMP CR.BASE SURF.(1577) Y' PARABOLIC GROWN WITH O.5'R/3E AT 2 OR VAR/ABLE TO FIT EX/3T. CY/RE GUTTERlK ----� ��' GRAVEL QUANTITIES BITUMIN. MATL. � PL.MIX PL.MIX CR,BASE CR.BASE PL.M/X PL.MIX PRIME TY //.25/LAYOUT O/STANCE/ PE-3 B/7, BASE SURF. 2ND. SURF I5T TYPE-3 - SIT BASE --- AREA SG7. FT 13000 26.000 13.000 2G.000 SQ.YDS. PCR STA. 577.778 577.778 577.77b CU.YDS.PER STA. 48.148 9G.2.96 4B./48 9G.29G TONS PER STA. 5.804 7.ZZZ 0.737 /Z" TONS PER STA. '".96.73G X/80.55G 77.037 /.5,9.074, TONS PER NL. 30G.5 38/.3 38.9 TONS PER MI. 1.5/07.7 �.9533.4 4067,G 6/35. / SECT I O N 'E■ w . n m •• ••:•••.•.• '.■ a ■ en NO, Ee� ■E en■en e6mC■ ae:e reee eN■ae!e :�� u Ia • •q■ .■■ II ■ t e qN"Nr\x.g.BOOM N.M.MOntNNqO moon MammaHqO■ ppgg■ApN some i n■Nx ■C ■ am" ■eee Mom :a■ N 'ICIllmllli-.011 eai ■n: ®®d u 11 :: a •C�■. 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O-00 R f 6Z.9 .Co.�.9 NO RE�RNS _ NO RE RNS /6 t/,Z / _ .. - _ 8 r30 .. _ 3 r 4 .I _. 4'-r 79.4 S>.16.4_ 370 /5+43 .. - - ..5*32.9 Z1*l7.4 30B/ 646 5' ._ NO gEez" .iC / .- E N 26'+/3 / -- --- -- r33.9 B t70.9 _ /9 t06 / - __ TOTAL - 3 - - ! 8 2-/5.4.RETR 27t13 / - /9 t/5 / -_ - _ - - FORM F,9,- /79 _-_ 8r$7.4 -✓/l7BS 39E.3 �No. NS 26 5-9 ITT 2L 33r^_3'6 / __ 27s03S / _ _:. l.. 45>7$-- ___ _/ � -- I-. 'I ! f9gQ la r3BS 3372 _. �$I_. 37C J RET�R /2r485 16* 27�14 --39�3838t TS". / _ -_ _r- ,__I -�-1 SlIB-FOTRL z _. --.. .-- _ { _ i ,. /2} -4 !Br 9BS n`^0.:. NQ-iT.L� aoXS:_ _ _ _. TO 7,9L -4 6 FO?M NRP? _ m � /5>SSO 18,92A - l6,OB3 /Br 9&S 3372 _ _aNCL_ S'R .94TU.PN3 42+30 / - ! -•- _l/'2-Z2-E 19t 52.0 �-•, 4/+79 / - 410�`32 / - TO PTN' JarlSO /9t52.o - _ 370 .` _ - 'r -L"dDWN TO PTw' l9r6B5 26r5"3 O 73'✓7 _ /NC,F:jY /SR A'E�'URNS V/- 25 / CONN T_^. .ETA' l9f 6&S 26r$3.0 T08./ _. /NCL_j ISA'REf"UFN 1 SOB-7'0M / Fi9RTf WPM//222 E :" 4/3�66.2 / - .. BJs3B S/r08 / - _ -- 27+20.0 35s690 3l2.6 B962 INCL_[ � TOTAL / / FORM NAM /7.9 90r62 ✓NCI_ 2 5iP fP.}`' N _T 30t 7S0 3Sf560 5096 :/NCL. 1I/5/ R.' 1-- 42 t 8 / 36�250 39t18O 316.6 45tG8 / 36,'39,0 39,430 3612 1 TO Ti9L / -_-. �+ -- FOR/'G F-272(✓2) /wn,. 2/-1 RET;-h-; -�-- 39t ✓70 Sub-707R,c 3 ^- fOhY`? N222r.E 39,y 47 2002. SS�r 502 / - � �_ -;� '. I , ND RE URNS I J S¢'fiSy42 / -I - i 39+-93'O '4L� 6.0 240 2 7I r,27, 3 / FORM All-vyJ/222-.6- S 7 / > o TOTF,C 7 7 (1-22,2�� 1 F SUB-TO nvL d FORM t✓.nNN. 22.?-� i. - i - - ` I I 6✓ 4 wFIr,CR SHUTOFF l//17Z ES//V 17LE TOTFJL 3849-4 9968.2 1B5.0 /ZSO FORM /ILA',/79 ,� � TOTRz / FORM F 222(/2J 7�^ - 41 t 94..7 4!-11B8.0 16-3 /AfCL1_L6h'RETUBq tl REMOliL G T 65 t59 ST,9T/ON LT RT REMR.�XS 63,52 / 3 2 J Z '4 FO/5'✓'7 C/7�Y:C r : 42+440 6}Sr370 34G.2 _ /N R RETU,pNS 92.49.0 r40J 33B-2 68r63 / 65 s03 / -� IAYGI_. SiQ AEYU,RN.S _ _ 8,86 / T6.23 / _' 65�26.5 2 , '�6'Q39- '0Br9Q.0 3-g 9.9 Jam- � T1 !NCL J' iR f/-25.�i'-RETURN' /2+54 - 6B *694 / - - - 46r460 ,+B✓S 0 343,9. Y - /NCL.'✓-/ R//-25iS' RETURN 7 r '_ _ /6 /2 / 79+f 84S _ 72 rB6 / 22••B7 / 85r82 A / / I -- I 76 3A F- 1. I 34+33 / r - 86tB '95.745' q .,qc / - S"5rB59 6!f52.2 G/3..,5" - ./NCL. �-JSf2.5741'1,W5 89 r 99 / - SSr 9?.O /r 724 G2?6TO TRL 9 -4 Fi7RM,'WR 90t/O 04'G4 1 / - 1A'CL.. U9/f9G / 060 / _I_ 63./ 303'_3TURNS G2Y3S 64-969 286.865 --_-T,' I TOTAL L J FGWi�? /Y 5'22 t,_. -- t TO TRL cb 3---- L'-22P fT J - - - _- _ SOB TOTi9L >- `_ 3 .S^'l 2:L•__ _.. TD:✓''•` : 9144 92/.B - Qi9M CITY CONS-,P , 5(/B-T07,9,4 /0 5 FORM W.. - 64 r 9.57 65Y 04 5 .31-V INCL.. / /5 i4 A'F.�URN.P r,':f7< 2 9 -- - CS.�SP.4. E8-18,0 3:2 B li3fCL_.2i lSf7.R TGRd•S TOTRL // 7 FORM L✓. .fi'.222 lE 'r.9G - 6 /4 - - AIPTER METER h'_pL TOTfG /3 23 U 2Rx 6) F 66�02.5 2+_D97 363. 33"2y L t J - I I 04,17 �/ !/AL!/E BOXES//t/P -A T 72s78_O T6�do 0 369zto STRT10A' L'- .4EMAAXS TELEPHONE e^'If�NHO 7z 14r 75 t99 e 3so.o ' -- -{i_LES /NPL /JTG✓�S L GZl 0GRl90EBYOTh'EiPS 76~ST 79r�.3 34l3 - ;o -l7CL BSS '4E ' _ 79r 6L 2 341./ :: 8,'32 / /N PL. 39_<:' A T/O!J LT RT MHA%fS -8 y39.3- _S_6Q7__ _ _ __.- 6 ALuvsT ro GRADE 3v orti�Rs sw377 5564 , �r .5TRT/ON LT REMRRKS - SR+OS / -.� --- - _ I'_ Q•d 'B9r 96.0 43a 2 :. .- -- -.. 10.0 B9t,a1 75 93.5[9 __' 36}24 Ill I -_-- - 90.6,5 99t4.2S_-9352 4$44 L' _.INCL. Z-.S R. 4Gro -. TOTN< / OR/`^ MR /79 _ 4/.t 7.2 / ' \ TOTi RL 2 3 FORM NRM /79 TO TRL 2 FORMti NRM 17-9 - t TO Tf1L ---1- r M/SC. //u,'P,C. TD BL" /�/01iE0 OR��-i 'xTf T3.. _.-7_ I S["IB-T:7Ti,I._ z8'4i 2 �1�d/9 o REMOl 4D By OG✓/L/ _R I. I 42 r3B-17BlL.Ofl ' 727T,9<' 3550.,2 3492.0 -_ F,-:'M IhlPf 222-E/9 10/-I.URRL)HA ./N.1'L-fPT _ -- PLanz r "L Lr. /YATGASML"TER//YPL_ /RIN01�Ef ETBy_OTHLR_S TdTsL s314.o e3e20 aso .z5o u zea(/6� "-' TOTAL / FORM,s�'rJ,v <'ti2 E BSr 40-MR/L ORO�BOX ✓ FX. .4T I_ i- _ ---- TOTf7G -i U-222 ,'16,l STFlTIOrl' h]E•N XS 'O STD N 7A 05 t- - B✓,3/ ^/ © SEE T ;L- SU/7M /L'C.8 - GflS/;'ETEA'E/✓CASEb/N 49 CMP SOEEP 48".CT IV/SC. Al/0/-. TO BE /'90A�L? _T! - COMP 5urti M 1/ _ -7 ,-_ -... - .STDNE_ARCH CULVERT-.STA.B4 i ZO.B- zom OR RE/ /OI��D !. � S�M K-i (5,C5 OETA/L SUMM.NO.8) I I /N11 CLEAN REPOINT ALL THE JOINTS OF lyd3 TG1 25s7S ICT - I -- THE SOFF/T FACE OFTHE ARCH ALL THE ABUTMENT ✓O/NT$ OF THE STREAM .. _ _ _ __ _ CE ABOVE THE 5PR7NG L/NE.I - - - -1-' - T�� - _� _' L : 1, _ 4 2.0- ' - _ 1- - . - -I t - -- ----HELOw THE SPR/NG L/NE. _-- I- .- t- {- - - - - +- - - CSEE SPECIAL PROV/S/DNS�- .._._ J�L� PLATE 3,CROSS SECTION 6� YFUEEEL 6 MER CO. FHP DETAIL OF CONC. NIALLEY GUTTER SUMMARY NO. 8 VALLEYGUTTER TO GUTTE TO BE CONSTR. OF AIR ENTRA/NEO CLASS"DO' CONCRETE. VARIABLE IL" g" 2+q" =� ,M /NTEGRAL CURB NL ep g y 0 0.23 PL.MIX EXPANS/ON ✓O/NT3 `b. �Y = O � 0.30'PL.MIX BA3E �• I2.0 MAX. - V CONC.VALLEY GUTTER IN Y�p5O 0.25'BA5,ff.SURF.(2No.) 1 `0 0.50'BASE SURF.(I ST) DETAIL OF CONC./NTEGRAL CURB CONTRACT/ON ✓o/Nrs T TYPICAL SECTION OF CONCRETE VALLEY GUTTER C037'OF INTEGRAL CURB TO BE /NCLUDEO PLAN OF VALLEY GUTTER N IN uN/T B/O PRICE PER.Sd.YD.OF 6'CONC. VALLEY GUTTER. SEALING FILLER 3I4"PREMOULOED B/TUM. MAT L. DETAIL OF DETAIL OF CONTRACTION L/O/NT EXPANS/ON L/O/NT STONE ARCH CULVERT .STA.84 4 ZO.8 GUTTER OUTLCT V DETAIL OF CONC. CUT-OFF CURB CONC.CUT-OFF CURB SHALL BE CONSTRUCTEO OF AIR ENTRA/NED CLASS OD"CONC•RETE OF No-t-c THE OFF/T FAAA CE VAR/ABE -I ¢�THEASTREAM FACE OF ALLH L �l ABUTMENT 4,/O/NTS ABOVE THE SPRING i CONC.GUT-OFF CURB L/NE d 2'BELOW THE SPRING LINE SHALL BE CLEANED AND RE-PO/NTEO.SEE,$PEC/AL PROV/S/ON.S. 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