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Home My WebLink AboutR90-24 NOT[ ,0OK 0 s im J NOT[ •OOK 0 a Otcv /29 Sta. 1+61 to Sta. 27+44 Rotomill 9,550 S.Y. (To depth of 2' approximately) South Street C1Yy Hilo & Meta/ 1 -Story 8r*: :.ts' 1�510074 RR Tracts pox K .61f Els. dame LI iz Sox 51 n A=ph• ti _rag •'/. : • /930 /928 Yi 3400 Sto, 1+61 to Sta. 27+44 Apply 960 gallons of emulsified asphalt (SSIH) for tack coat. !� II Ii I11 r *mho* Cw o • , y Om'v a - 0;w Ase Sto. 1+61 to Sta. 27+44 Build 2,500 Ton of recycled asphalt mix. I I r' i 4'0 5 ,00 S+a:3t97, '/t /2 AdJast grade 9 r to ir,//fs fo • 9orhy Mayflower /-&lory 8-k Fr .► n n h .i ti w momi . Cow. Doc* / III 4t: a.. Jiti' a ti h u?' rs' Ilii i .arm Remove 166 S.Y. of RR track crossing/trough area. *See specs for description of work. S. U. S Motors /- Sx 8/k Fr Ji s' &Ws R R Tracks r> rs 5' caws rr�♦ GS' 000 GIs 3 3 i ! 3' l i i .j.. :::.:. .. j 0000 ; . «.....0. J.............11 L.. ...�..............:.:�::.._. ....00.00;...«.«._.0.«............. f OVITI 04400 • -—t------ ..».«......».......«.......».«.»...0»....«.« :0.00.0000 .._ 00.100000.«».«..«._»0.1..00 •••••••••• 00000..«.0........«.... 71-r..4744.......4.4....44..46e1=.... t .......0000.. ...._._.«.».«0r....«.«....» 4— .«-«.-00.00 OO • W O 1. �.....»....«....«....«...._ .«..0000»._..0........ •• ....................0».. • OOOOOOOO OO 00000 K .....................«....„..«..« • N 00 ••••••••••••••••••i•••••••• 000• 00 I OO ..;...«.00.00 O • 0 044. • j,.., ......•._ . ... t:............ •! I 0000 �. 0000. .. -r ..00:00., 0000. 0000 0000 t .. .. ' • . 0000...,...« «. t • . 1•00•40000000110•000•0•0000• 00,100 OOOOO O • T Pte" tad , ,xt ire° n 4 w +a: yt110, Alp., marho le to grade wig ii Y O AS J' 15 4 t5 • c soo conc. 0000.. .ts.rr, r • .1104.1 .p.....0...... 0..0... OO • i.... .i .3 .f . .. ......... . .. .. • I i.•........ I....... 0000 I............ f..... 0000.. .00.00.».«.....«........ r.«.«.«.»0000...«0.....0 O f. } 411 i r..«»._.«...0000«.«.»......«.«.«.«.«..0.«» f.«.«._._.«.000...«.0041 .I = • O f " OO • .............«....«.......«.««. ..»0000 OOO OO t t f • i' OOOO OOOOOO :I' • a • • • • • • • • • • • • 46 NEW SHIFTED CENTERLINE 51.41 /01 110 ton, 0-P -ype (A) G.:-,pha H- For �oot�hin9 04' RR Ti-ack /e,►�oval, NOTE: Some areas may have existing brick pavement under old asphalt. Resurfacing M0 R-90 '1111116111PTION S. Street (Burlington to UPR R. ) Hastings dry► Eigl ' wrivg JN T-24-90 i -ammo • pi w or tea$ i w► la / a✓ 3 T.BAf e2 South St # Lincoln, :SE. car., &'I? X as • • • • • • • • • • • • • • • • • /951.43 O /928 /926 OOOO too '50 '7/ '9/ •/15 050 8'QQ '50 3000 ♦50 II .NW.t111A1 11113ASOAL A• SIMI Il PLATE 1•$NrGLE PLAN ANC PROPILE.r.a•� flog MAIM N11.lS1 r1 iAA 1r-2 -/ (e -ice) ro Sta. 1+61 to Sta. 27+44 Rotomill 9,550 S.Y. (To depth of 2" approximately) 7100 Sta. 1+61 to Sta. 27+44 Build 2,500 Ton of recycled asphalt mix. Sta. 1+61 to Sta. 27+44 Apply 960 gallons of emulsified asphalt (SSIH) for tack coat. trw R R Trac KS E61d d ,? S 4C, of 30,E curb R.R. Trao KJ removal Sou th St- I-, conc. Or. COnc Of o(�d5 6e,55 d ►n6 S hop A Remove 17 9 S.Y. of RR track crossing/trough area. *See specs for description of work. NOTE: Approximate St. 8+64 CL to 103' South Rotomill & resurface street as directed to match existing concrete as directed in the field. 4 foie eta- 7t&4i', 9t5y ddiust Ma6Foles to jrrade /0 i 00 /171; 00 NOTE: Some areas may have existing brick pavement under • old asphalt. IIIL 44Th S64'l°i bocq S h°P 0 rasa Bui lci : 07 Ton, o f-ype (A) asphalt. For palchin9 of R.R. Trac K remova l . SOUTH STREET NOTE: Existing asphalt is approximately 2" (varies) thick over brick pavement. Contractor may elect to utilize other methods at his option instead of rotomilling for removal in these areas. Any loose asphalt shall be removed to brick after options chosen to insure good new overlay bond, and swept accordingly. Track area removals shall include all rails, ties, plates, troughs, pavement, etc., and shall be paid for at the unit contract removal unit bid per square yard. After removal of track areas full depth asphalt patching will be constructed to the existing surface elevations, determined in the field prior to the milling of the street section. cur` 0, fi / \ co/NC. Ase" Ase - 5 11°' J r k0 P; R6 ? °0". s Sca le . / .o' •11oa Resurfocing Pall. NO. R-90 OEIIIT. . S.Street (Burlington to UPRR) /trshngs Cifj► Eng ntmrinp MN .YJ. T-24-9 OM w JN ` 2 of 5" 11+00 I IC) a 0 le+00 Sta. 1+61 to Sta. 27+44 Rotomill 9,550 S.Y. (To depth of 2" approximately) 6.5'NF_W SHIFTED CENTER LINE 13+00 Sta. 1+61 to Sta. 27+44 Build 2,500 Ton of recycled asphalt mix. Sta. 1+61 to Sta. 27+44 Apply 960 gallons of emulsified asphalt (SS1H) for tack coat. \v� 60' �F P kp 0 14+00 1 15+00 S to : /L/,-35, /c *33 adjust manholes Ito oracle. a- 4A:;;\'‘. moo. y -,\)4Q1):( SDU+Al SireeL • 0 to 4 - LG cce C L 4) c 4: Note: S4 -a /yty,3 Survey Y/(o Corner 16+oo Remove 316 S.Y. of RR track crossing/trough area. *See specs for description of work. 0 2 0 t U, N Troih t -1 T Zr...'h Y Q 0 Ill l7+o0 SCALE: 1".201 NOTE: Some areas may have existing brick pavement under old, asphalt. Q E W cc to 0 •n ‘0' Sfo.: // * /S, a di us t gas valve td grade . &4, Id /20 LF oP 30" curb q- 9u"frer -For r�. R. Trac K re o vo• l . Build 224 Ton, o -C type (A) Qsp half. For patchen9 0'P R.R. Track" removes I. it:. of Esse �•• I_ • y: ►_4 DA _��. 5090 WACKERVIDL k• v IP r+� /00.1. Na Resurfacing R-90 MONITION S. St►.(Burlington to UPRR) slings ary Engineering OM VI loot ICANTNASTOR 7 2C-90 1n a11M NR 3 of /6100 Sta. 1+61 to Sta. 27+44 Build 2,500 Ton of recycled asphalt mix. Sta. 1+61 to Sta. 27+44 Rotomiil 9,550 S.Y. (To depth of 2" approximately) v Remove 296 S.Y. of RR track crossing/trough area. *See specs for description of work. /9 20(00 Sta. 1+61 to Sta. 27+44 Apply 960 gallons of emulsified asphalt (SSIH) for tads 'coat. Bu ;1 d .2 /0 Tont o -r -lypc (A) aspha I For pa ichin9 of R. R Tro ck re„, o v I. u e o-� civ v' fi N � OIG Remove 342 S.Y. of RR track crossing/trough area. *See specs for description of work. 0.- Fel X V h S+o.: 181• I5, adjust rr,clnhole. fo yadc_ u' Build /5.2 L. < o -P 30" curb 96,i-* r, -Por R.R. TracK rernoval. Asph ► Sou +41 Str. 6co.'5 2/t00 2.2100 _rn\At`.1 \ V J tab as0 0Q(\O tko P`Qr oJ��1 4 OP ,ph /Aq' 23 foo NOTE: Some areas may have existing brick pavement under old asphalt. A 3 0 auto /5y LF 3 0" curb .4. u*er, -Por R R, Trac K rern ova I • Budd/22 I Ton, of' fyp (A) asph It. Thr pc teA,n5 643 R R. TrotK ren,ova I. ie via, k u�'o p1 (‘).`\s1 Or 6 Sta: 22 -/0 , adj4s4- Water Valve *O rade.. POW PI1oJ. No. • rrwN S. Str. (Burlington to UPRR) 00 ttttttttttt %O1 ESsi 4Ne`, At, DAVID L • eiS lel/— W wa Resurfacing R-90 �r fTi Hastings City Eryinrwrag -3"N 26-90 raww"wit J i"''� ;) JN 111.112/1111. y . af 23 -too 2100 Sta. 1+61 to Sta. 27+44 Rotomill 9,550 S.Y. (To depth of 2" approximately) 2Sro Sta. 1+61 to Sta. 27+44 Build 2,500 Ton of recycled asphalt mix. Remove 439 S.Y. of RR track crossing/trough area. *See specs for description of work. I Remove /9 s pQuemenf Build /9 sy, off` PCC (5/7- B) pa vement /Oy' Scold 83'LE o4' 30" curb y!- 9u -H -e r, -Po r- R,R Track' removal , 5 (k Asph Build 3/2 Tor), c- type (A) Qspha 1 +. For pocichino o -F` R R. Trac K removes/. South Sfr. X too Sta. 1+61 to Sta. 27+44 Apply 960 gallons of emulsified asphalt (SSIH) for tack coat. Minn esofa Ave i 277'00 Sta. 27+ 44 END PROJECT a 4- h 0(,. pr• 89 1,7 4- 28100 Scale: 1'1= 20' NOTE: Some areas may have existing brick pavement under old asphalt. T4I.. MO'/ 1 a 4. Rosurfocing R-90 o4oV.,►or & Sfr. (Burlington to UPRR) *,rhbstings a9g+v y Evnp JN 7-260 INN w JN DAN AO. of • •