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HomeMy WebLinkAboutR1996-3seelX 0 m r University Ave a yn o 0`\ 8 100' 100' 100' n 5 -. 57' 1134.125' 57' 57' 50' 10 0) C 100' 7th St 50' 50' .304.12' 50' 'rra1.-rcQ 04 3 2 1 A v,6 to 7 9 .10 tCt 5 4 8 65 3 3 • Q_ • 60' • 50' 54.4' 2 1 Sub 100' 5 g 100' 4 100' 3 100' 2 100' 1 g 6 100' 100' 100' 211.2' 100' g 10 100' C .g L.. 0 0 U 60' nrg40 T. 7 y 1. • ..�.. •_.._..__ 132, Riw .595' "re 52.5' 52.5' I 50' 50' 100' 100' 4 100' 100' 1W 100' 7 100' 100' 100' rg�or. N M 9 10 11 12 57' 57' 50' 50' 50' 50' 50' 54.4' 60' 304.2950 1133.1650 1 CO CO N 8 52' 52.2' 52.5' 52.5' 52.5' 52.5' 210.38' - -� 40' 0 n 400 40' PROPOSED RESURFACING •ry 31 30 29 28 F7 25. aid 827.32' 50' 50' 50' SO 50' 50' 23 22 21 20 19 18 James 2 3 4 5 6 50' 50' 627.485' 2 229.95' 95' in 45' 46' 5 �ddlemans • 50' 16 u o'_ 15 86' 9 86' 50' 1 10; 11 50' 13 47.3' "'3.n^ 140.48' 46.3' 46.4' -01 2,? �AN N N i X410 12 40 o b^ )O r< j 50' 50' 50 =46.▪ 4' 48.7' 46.8' 100' 100' 100' • . 1131.5r 470.16' 41 1n 100' 3en O r 24 40' 100' o° 676 2 s 40' 10 100' 1W 4 N g 0 - o Q) U 80' 100' 3 100' 2 g • 5 100' 6 100' 7 1W N N 1321.095' 33'' c1: JAI o : n . 1 2 'I V• 40' 28' 33• 0 I w 100' 130'1 01 hi ;NY 1 66' 2 13 50' 50' 10 14 50' 15 16 50' 50' 17 50' 18 50' 9 X20 50' 21 2.2- a0' 80' 50' 8 50' 7 50' 6 50' 5 50' 3 12 49.4' c 13 26 50' 14 50' 15 F' 126' 16 17 19 20 7 2 -r ' 21 80' 1 -19 N 22 80' 88' 4• 4/11/5 7 U, 6- 66' 66' 0 33° 99' 99' 2 99' 99' 4 65' 438.68' - 40a2a• 60' 1322.2' 50' 8 50' 7 50' 6 50' 5 50' 4 50' 32 50' -I 58.2' ^ ..... Dietrichs DATE 5/97 CONTRACTOR BC • ...4....4.1DAA rG. 11 12 13 m 10 SU D 14 15 9 16'.- 50' 50' 50' 50' 50' 50' 50' 57.3' 408.815' 50' II 8 50' Beltont;e. 7 50' 2 50' 1! S0' . 4 50' G! 50' 2 57' 1 33' 30' 860.75 128' 8, , 52' 50.5' 60' 67' 12 50' 11 50' 10 9 8 50' 7 50' 6 50' 5 50' 4 5o' 3 170' 50' 50', I 33. 2 1 I 0 n 6r .12 50' 11 67' 50' 50' 10 9 15 50' 16 50' 50' 8 50' 7 50' 6 50' 5 17 18 19 52' 50' 20 50' 50' 4 3 2 50' 21 50' 22 50' 23 24 50' • 50' 50' Irr". a 40 7 5 8 4 9 3 10 2 12 to 0 6 7 0 n SCJ 1R'126' 1 4 75' 50' 2 50' 4 • 50' 4 5o' 5 ' 30• 6 50• 7 50' 500 I I10 _ 5 50' x 11 • 50' 50' Irr". a 40 7 5 8 4 9 3 10 2 12 to 0 6 7 0 n SCJ 1R'126' 1 4 75' 50' 2 50' 4 • 50' 4 5o' 5 ' 30• 6 50• 7 50' 500 I I10 _ 50' 50' x 11 71.5' 50.5' 5 8 4 3 2 50' 50' 50' 5 50' 12 50' 3 1/2" Concrete Bose 2.91% VARIES 2" Asphalt 4.54% VARIES 26.0' 31.00' TYPICAL SECTION OF EXISTING STREET Length: 4308' 15 00' 15.00' EAST SIDE OF STREET TOP -LIFT: 1 1/2" THICK (TO FACE OF CURB) BOTTOM -LIFT: 3/4' THICK LEVELING COURSE WEST SIDE OF STREET TOP -LIFT: 1 1/2' THICK (TO FACE OF CURB) BOTTOM -LIFT: 3/4" THICK LEVELING COURSE TYPICAL SECTION OF PROPOSED RESURFACING NOTES Contractor shall use care in maneuvering heavy equipment over and around this project. Existing curb & gutters are in poor condition and the 6" concrete base will not withstand a lot of weight. 2. This construction shall include asphalt in the gutter lines. QUANTITIES ROTOMILL PAVEMENT ASPHALTIC CONCRETE, TYPE 17C/0.40 ASPHALTIC CEMENT (AC -10) EMULSIFIED ASPHALT (SSIH) FOR TACK COAT APPLIED .BUILD CONCRETE PAVEMENT (6"P+75 BUILD 30" P.C.C. CURB & GUTTER BUILD 4" CONCRETE SIDEWALK REMOVE CONCRETE PAVEMENT REMOVE 30" CURB & GUTTER ADJUST MANHOLE TO GRADE ADJUST GAS VALVE TO GRADE ADJUST WATER VALVE TO GRADE SAW CUT 13796 2113 91 3303 10 216 50 10 216 9 1 1 100 Ton Ton Gal. L.F. S.F. Ea. Ea. PROJ RESURFACING IMPROVEMENTS PROJ NO R-96(3) DESCRIPTION EAST SIDE BLVD. - 2ND ST. TO 12TH ST. Hastings City Engineering DSGN BY BC DATE 5/97 CONTRACTOR BC 1 of 2 •, 1 • 2 x g 470.615 t i•, 50' 50' 50' In 33 03 Rin 50' 34 50' 35 g 50' 36 9' toff !a ninon 50' 180' .2 80' N O e 37' 36' 28 5' 55(I 55' 60' and Road 50' 37 50' C 38 50' ou 39_ 50' n 40 50' tr 41 50' 42 of 26 27 60' I 60' j 179.99' 50' 60' N 43 50' 44 50' 45 • o m M p4 „ � 6 M M r �- .- - N N 2101100 99 98 97 96 95 93 92 91 94 a%e 90 60' Sae 2462.505' 1641.705' Heartwell Lake B2' T 62'1 i2' 162' 62' T 6I I I I I 1 1 I 4D 48 149 501 511 ^46 hz,5' (, 137.5 I 0.5 Il;' 125 r5 -2491- 8:184817r 1 _�81 toff 1 1 fig' � S4 81881 56' 16.47' h n 5 100' .___.. - 4 100' 55' artwelI! 3 100' ' 2 100' 0 r 1 100' 6 scc-c : -h.-S-t.-7- Forest 60' 60' U) 0 103 62' N ^105 104 62' 62' 106 62' 42' T 62' 1 1 52 53 138. 15.0.5 62' M 54 I" IF. 1 5 1 0 83 82 8, 8I6 p, 52' ' 41' 121 31 131' 81113 107 62' 108 62' ti 109 62' 110 66' b N N .___.. 55' 55' 100' N 0 6 n 0 5 0 3 2 1 0 100' 5 4 3 100' P c r K N 100' 100' 100' too' 100' 100' 10.1' 60' 60' 11) 100' 100' 65' 9 65' 65' 85' VII 65' 8 65' 7 65' 6 65' 65' -5 65' 65' 65' 4 65' 3 65' 70' 70' 73.6' 73,7' n 65' 55 65' 56 5' 57 8' ease 85' 58 5' 59 65' 60 l is tau_. in 98' a 80 1-79t Drive Bou\e n 1� b � 111 64.7' 112 64' 113 62' 114 62' A 115 0 N 62' d in 116 62' -431- rat 112 .. 65' 78 77 10 N 117 62' u) 0 118 64' 0 0 .GLS. .___.. 55' 55' 100' N 0 6 y 0 5 0 3 2 e. 100' 100' 100' 100' 100' 60' 60' 65' 6 65' 65' Clu 2 63 65' D 64 65' 65 65' 66 8' vests 70' 67 73.7 68g N 76. 75 119 70' 120 68' 74 73 sdb 121 68' e 122 68' h 72 71 123 68' N 124 66' N n 70 73.8' 69 125. 66' 126 66' 04 127 N 100' 55' 55' 100' 100' 0 6 41 4 e 9 0 t=6 5 Add 3 2 1 tz 100' 100' 100' _ 100' 100' - 110'.^ ..—..—.._,._..—.._„—..—,2455.15'.,—.._ .. — ..—,.—,.— „—..—..—.,—,.—..— 100' 100' 55' 55' 100' 100' ret:yk 6 3 4 e 9 10 5 4 �uC 5 ---- :_.:2 _ __ -- APPRD BY 89A5' - `' 8 g 2 '6 N 100' 0 1 Su' 100' 111' 'n 110' e ++me�q r)�4.•. .100' I 100' 100' 106 N 5 ret:yk 6 7 8 9 10 t'4 A 100 100 100' 100' 0 r University Ave PROPOSED RESURFACING 100' 60' 100' I g .100' I 100' 100' 106 N 5 4 3 a `1is 2 0 100' 100' 100' Cl) 100' DRN BY BC APPRD BY 89A5' 6 7 8 g 2 '6 1 100' 100' 100' 111' University Ave PROPOSED RESURFACING 100' 60' 100' I g .100' I 100' 100' 100' N 5 4 3 a 2 1 g 0 N 100' 3 1 100' 2 g N 6 7 8 9 10 100' 100' 100' 100' 100' 100' I 100' 100' 100' 1W 60' 100' 4 g N 100' 3 1 100' 2 g N5 100' 6 1o0' 0 N 7 100' 0 Q) r 100' 1W I 100' 80' 0 to 1 PROJ. RESURFACING IMPROVEMENTS PROJ. NO. R-96(3) DESCRIPTION EAST SIDE BLVD. - 2ND ST. TO 12TH ST. Hastings City Engineering DSGN BY BC DATE 5/97 CONTRACTOR DRN BY BC APPRD BY ASBUILTS DRN NO, 2of2