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Home My WebLink AboutPD2000-5REMOVE AND REPLACE SIDEWALK REMOVE AND REPLACE 5" SIDEWALK Station to Station Plan Side Sq. Feet 5+12.79 - 6+22.27 331 RT 471.0 5+00 - 7+40.17 301 331 240.17 LT & RT 1,084.68 7+40.17 - 10+00 259.83 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Lin. Ft. Plan 301 Side Sq. Yards 5+00 - 7+40.17 301 331 240.17 LT & RT 1,084.68 7+40.17 - 10+00 259.83 331 301 LT & RT 1,039.32 9+66.58 - 9+93.58 331 LT BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 5+00 - 7+40.17 301 LT 227.0 5+00 - 7+40.17 301 RT 240.17 7+40.17 - 10+00 301 LT 259.83 7+40.17 - 10+00 301 RT 259.83 5+00 6+00 TC = 1905.90 C = 1906.05 FL = 1905.4U `} 4\ f L = 1905.55 x 906 <\\''9 X <\s,? 0� 190 1 19.i5r 19000 190`. ".4� e 1,),,e NEW 8' PVC SANITARY SEWER BUILD 8" P.C.C. DRIVEWAY 47B Station to Station Lin. Ft. Plan Side Sq. Yards 6+30.84 - 6+78.54 36 331 RT 6 32.22 6+45.04 - 6+64.91 331 LT 12.83 9+66.58 - 9+93.58 331 LT 17.86 BUILD CONCRETE HEADER 47B Station to Station Side Lin. Ft. 6+84.17 TO 7+20.17 LT 38 7+40.17 LT/RT 36 ADJUST MANHOLE TO GRADE Station Side Distance 7+02.17 RT 6 5+27 CL 0 9+30 RT 6 ADJUST GAS VALVE TO GRADE Station Distance Side Distance 7+30 8+60 LT. 24 7+31 LT LT. 24 ADJUST WATER VALVE TO GRADE Station Side Distance 7+30 RT 24 8+60 RT 20 INSTALL SANITARY SEWER STUB Station Side Distance 7+50 RT 20 8+60 RT 20 8+60 LT 33 1920 ‹Zj FL = 1905.40 900 TC FL = 1905.55 MAIN AND MH TC = 1906.20 FL = 1905./U N Cu c? ti x 1906 05 F< F°I9 Se a��jpsj 0"V '906 S O CL 9 FL = 1905.70 <‘‹`}9 <c°lyt.k9Q((�� V' '.Ji* F <"1 90 6''V 9 Oj building = 1906.29 71+00 x e Vs. 19 1906.55190'• c,190 .66 <, es. 6 p ed V 1906.76 7+40.17 BEGIN PROJECT Q H 8+00 SANITARY SEWER STUB x 9+00 SANITARY SEWER STUB 10+00 2I ' x SC ``19 Oe •I) 906.37 x 19€.52 ‘,< O'9 X 9oeS 906,360, 1906190066.52 'le U) 190618 1906.21 N EQ. 1906.21 FL = 1906.10 1 x 06 e Sr 1906.6&'906 C4\\1 x vie F<90 0 1904\<900: rigOe, de x iste.' 91 e x se NORTH Scale: 1"=20' 0' 911.59 1907.47 TC = 1908.21 1909 TC = 1909.06 TC = 1909.91 TC = 1910% TC = 1911,37 19U6.97 1910.87 7.( "eso co '7e 1908 06 1908191 52 1902r ss i�i�i�i�i�i�i .0 ams ... a saA. .s a S I -I CC" <`9 90c. s 190..20 1906.40 190 r6.5-0 .Ir C4 fi -6 O), •09 Vs � O) FC es des e6 e X <(. F.. es, 190 c 9r 566 as C F< x 90 Or x c`? <<\ 906 190 g 6 e •sS FL = 1907.71 FC\.1 T6 - 1900.21---,ep '6, CC` x 06ee <<z I906R, 90666 FL = 1908. TC - 1909. D6 FL = 1909.41 F\. FL = 1910.26 TC 1910.70 FL = 1910.87 TCS 1911.37 <<t <<``r -X- \ \ - 1s) ‹Z. 909 SANITARY SEWER STUB "ll ‘?":67, -ems x x FIRE HYDRANT @ NE CORNER S. BURLINGTON AND "L" ST. NW CAP NUT ELEV. = 1910.21 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 20' 11::› 40' 6I' NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION FOR FUTURE CONSTRUCTION OF HANDICAP RAMPS AS DIRECTED IN FIELD BY ENGINEER. NOTE: UTILITY WORK TO BE DONE BY HASTINGS UTILITIES. x- Cn <9 00 •99 s: • ACITY OF HASTINGS, ENGINEERING DEPT. Project S. BURLINGTON "J" TO "L" Proj. No. 2000-5 Descrip CONCRETE PAVEMENT Design By BEN S. t' BY BEN S Dote 2-28-00 Contractor Dm. No. 2 of 6 (,n + 0 0 O (.71 ✓ CM O 0 CII !11 14 o: p•a 0 UI Ov CD .0 cR ov 0 OS' a', + co 4> 0 0" '0 O 0" f (f1 N ca O 04 iT n) "4 CT O 0 00 + 0 0 O m O b SCALE. EIRIZQNT:AL:: .... VERTICAL:- 1'" := : E0' 10' 1920 1910 DESIGN fL EXISTING GRADE 1900 +0,3% +0.26% +0,2 % +0.807 +.0;837: • +0237: +0,80 .. +2,447 .... ..}8:00% . . +1.70% +0,707 1910 1900 1890 1890 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 2 49 SiR! NO 14 0 73 in 0 9 6 0 REMOVE CONCRETE HEADER Station to Station Side Lin. Ft. 7+43.5 LT/RT 36 LT & RT 863.3 7+43.5 - 9+53.5 BUILD 8" P.C.C. PAVEMENT 47B Station to Station Plan Side Sq. Yards 7+43.5 - 9+53.5 ' 331 LT & RT 863.3 7+43.5 - 9+53.5 301 RT 210.0 BUILD 6" P.C.C. INTEGRAL CURB 47B Station to Station Plan Side Lin. Ft. 7+43.5 - 9+53.5 301 LT 210.0 7+43.5 - 9+53.5 301 RT 210.0 BUILD 8" P.C.C. DRIVEWAY 47B Station to Station Plan Side Sq. Yards 12+55 - 13+05 331 LT 45.0 11+47 - 13+32 331 RT 154.0 BUILD CONCRETE HEADER 47B Station to Station Side Lin. Ft. 9+53.5 LT/RT 36 13+00 LT 20 ADJUST MANHOLE TO GRADE Station Side Distance 7+43.5 CL 0 13+00 LT 20 ADJUST GAS VALVE TO GRADE Station Side Distance 10+42 LT 20 13+00 LT 20 INSTALL SANITARY SEWER STUB Station Side Distance 10+60 RT 20 12+10 LT 33 1920 1910 1900 1 0 + 0 0 n 1910 0 7 1911.6 < \ e<V x .4. <e• IN t. %) de 16- Vs 1 0 1 Ct < X i • .. • Ilqs. 701 911.40e 191162 4r 1 </- s's A V <`4 'test 5. 11 + 0 0 ASTI\13S v T R SA 12±00 <, to "14 < 01 Ye -se --No, r.re 4,7s .9 '96• • • 1.60 19117544 1911.90 1.40 c,‘> 1911'62 i1/11.84 V3/4 (e <0 T x %es '00\ e 6. •7 SANITARY SEWER STUB -N I. 1111111111111111a1 FL = 1910 TC 87911.16, a a 10+00 aa, c'1.0 4? 5.> 1911.407 191 • 111114.Ce - - a 1915.10 TC = 19 1911.84 -a ,1 .08 .9 '01d.U8 Nz% -171NCI./ '1 Cu 1.62 1911.84 FL = 1912.08 t./s, ‘`.<9 /7) 3.05 N S 1914,03 3.6 *<94 ../.'s .476N 16, 4<9 0 '70 e<, ‘.24) x 40' 13 +00 = 1914 49 es, <0 1('/J.4"' 6) 6' S .9 U. 1916.0 ke 0 Cu 1915 65 FL = 1912.87 FL = 1913.68 c FL = 1914.49 ________ _Q.. c.471111"nlatta2111111=1i•relearatm. n , ::••••0D3. ..........aara asa...= ars .27a..,....... , .e0 % , 1913.98 7,s, L <‘C, Is 1r x <Z. \ 1914.81 1915.60 _ 22.e ec, (90 c? •sts, "e 180' FL = 1915.30 FL -r • 1.9 85 SS 915.75 MATCH X 10 0%0 4'. 4s 4'4 es '0.9 10+50 '0 71 EiCN SANITARY SEWER STUB co 11+00 C(‘ < .94 t.9,e co -4 C4Z. 6; • Vs '3'7 e '60 '.0 C<,<9 11+50 - ERAS 12+00 ru Ca '1/4E1 <A TR C< C 12+50 \TER 13+00 SC 13+50 S. 14 +00 a IC .9 14+00 C V 20' NORTH Scale: 1"=20' 2,0' 40' ova Inonstwo of Esstopv, i.......... 4 A. e° 0 tr w 441 a %tat itte: DAVID L WACKER E-5090 br-r7i -2 el- Zoog' • •>..,.•••• vflVUI i* 60' 1/1N180411V0 '3N1 z 0 7 0 c;.53 8 ? o z ACITY OF HASTINGS, ENGINEERING DEPT. Project S. BURLINGTON "J" TO "L" Proj. No. 2000-5 Description CONCRETE PAVEMENT Design By Drown BEN S. BY BEN S. Dote 2-28-00 Controctor Dm. No. 3 of 6 SCALE: HORIZONTAL: 1"• - 20' EXISTING •GRADE +1207 .41,94% +1.387 VERTICAL:• = 10' 1920 1910 1900 1890 1890 10+00 10+50 1+00 11+50 12+00 12+50 13+00 13+50 14+00 5+00 6+00 7+00 STA. 5+06 E-4 E- U) 8' 10' 10' 8' I I I C. b N& I -,1 I x'30 -•-•+•-•-i-• 1 1 i oo ->- . Co •1?-- .-.1 1 i - 1 I -- !;_". I I I I 1 1 I I I 1 I I 1 I 1 1 ------ . 1 - I I I I I I I _._j_._. j ._ i. I ._.b.i0:._._.i._._.ii I I I I I I I I I I I I I I I ._.1._._.1._._.__I ._ .I._11.r._._ II- I j I I I I I I I I I 11- w II- I I I I I I I I o • 0- I I I I -II 1- j I I I I I I !SOUTH BURLINGTON ! 1 . i I 121 • I- I - 124 •12.17' 10 8' 10' 10' +8' ! 10' II 10' 10' 17 8' 1271,>: 1 I I I I I I I —H -7---+ __HI_ ___i_I I I I I I I --1- -1— I I --i- -I— I i --i- . I _L12/ '- • TYR. - i I I I j j 1 I j j 'TYR o-• 1 0,_. i i i TYP, i 0: i ei 0: o! °_- I i i I I I I I I I I I I I I I i TYR 'I 1- I . I ......_ I ....__ I ._. I ........... I ............ . I ...... . 1 I I 'e.I1 I •I• . 1 • I 1 '1 I I I 1 . . . I . . . I . . . I . . . I . . . I . . . I . ... “ 1 I 1 ri 1 it 0 • >. .••• I CC I 1 I I I 1 1 I T—T---.Tor—T— 1 1 1 _ 1 III 1 I 1 1 I I wi rf• I I I I I I I I I I I ao • °- I I i i i I I I c° I'— i i i i I I I I I I I I I I i i i °Di STA. 7+40.17 BEGIN PROJECT 8+00 9+00 10+00 20' STA, 9+98 10+00 co E-4 E-4 Cn I . I I i 21 1 1 !---:4.---11-- i I ol I la.L•-•H i I I Ii 1----1 I - .)- 10-• eo•)- I o10- .)- co II_ i II- I OI;L- 11 _ i i i II - I 1 1 I 1 '&0: 12' il 114 j.711- 2' I 10' ! 8L-HISI _' 10' ii 8' 10' I 10' :i 1.0I iI 7.811 12r! It _i_ r. ± 11+00 12+00 13+00 Ii I TYP, cp. >••• i1 •-•- -•-• •-• •- I op! o: j bl 12' 1-10.31' + TYP, (D. >- j_ I I I I I I I I I I I I I I I I 1i> -I I i I I I I II- I I I I I I I I I I I I I I I 1- NORTH Cr> Scale: 1"=20' 0' 20' 4•01 60' A CITY OF HASTINGS, ENGINEERING DEPT. t--) Project S. BURLINGTON "L" TO "J" Proj. No. 2000-5 Description -• CONTROL JOINTS Design By Dote Contractor BEN S. 2-28-00 Drown By Approved By Dm. No. BEN S. DLW 4 Of 6 VINUCHI1V3 (3NIA81 • 0 B 0 E 0! 5..7" 77 • tsi C) 0 0 o 0 / z z 0A m x, • 1:1 C I2 0 0 n0