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HomeMy WebLinkAboutR1996-15" Concrete Base (4 1/2 Sack) ss x r Asphalt 2.75 X 10T FACT SHEET for SIR EEl Bellevue Avenue To Burlington Avenue D POJ Ed? 20' 24'-10" TYPICAL SECTION OF EXISTING STREET LENGTH: 623' 10' 12' 6.83% 1.33 X NORTH—SIDE OF STREET TOP—LIFT: 1 1/2" Thick BOTTOM—UFT: 1 1/2" tHICK SOUTH—SIDE OF STREET Top—Lift: 2" Thick (outside) 1 1/2" Thick (center) Bottom—Lift: r Thick (outside) 1 1/2" Thick (inside) TYPICAL SECTION OF PROPOSED RESURFACING R 96(1 NOTES 1. Contractor shall use care in maneuvering heavy equipment over and around this project. Existing curb & gutters are in poor condition and the 5" concrete base will not withstand alot of weight. 2. Several driveways located on the southside of this project have asphalt and concrete material patched into the gutterline. Contractor shall use caution not to damage driveways during the removal of this material. 3. This location will not require any removal or replacement of asphalt in intersections. QUANTITIES ROTOMILL PAVEMENT ASPHALTIC CONCRETE, TYPE -14 ASPHALTIC CEMENT (AC -10) © 5.3% EMULSIFIED ASPHALT (SSIH) FOR TACK COAT APPLIED BUILD P.R. CONCRETE PAVEMENT (5") BUILD 30" P.C.C. CURB & GUTTER REMOVE CONCRETE PAVEMENT REMOVE 30" CURB & GUI I ER REMOVE PATCHING MATERIAL IN DRIVEWAY APPROACHES ADJUST MANHOLE TO GRADE ADJUST VALVE TO GRADE 1384 345 18.3 346 200 84 200 84 S.Y. Ton Ton Gal. S.Y. L.F. S.Y. L.F. 17 S.Y. 2 Ea. 1 Ea. PROJ. MISC. RESURFACING PROJ. NO. R-96(1). DESCRIPTION 10th ST. - BELLEVUE TO BURLINGTON Hostings City Engineering OSGN BY R.J.D OATS , 4/96 CONTRACTOR DAN BY R.J. APPRO BY ASBUIITSORN , . NO. 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' - 100' 207 v 289.8' N , 'a Y1 170.05' 1 z-• " i\e'°2 -. 1Y. >3 io 5' '� 203.26' 13 20262' 15.15' 01 70' _ 124 105.4' - s 2 FoJ 135' \e 1 N 135' 135' 0 12 135, 6 g $ 11 8 5 s' tO 15 + g '$ 10 7 1 g N 3 g 0 8 a a 2 0 g 7 135' 135• 1. g ,n 135' 16 135' 6 135' 8 N tO 15 4 29' 2 7 In N N 14 3 a a 6 5 12 ' 12 N 13 le 12 4 N 'n11 3 a N 10 2 N n 9 135' 135' 1 100' 0. CDs C X 100' 269.94' $ 12 135' 135' 6 R-96(1) 11 5 . $ 10 " 27 4 29' 2 137' 137' h 80 3•a11ingeC v_ 460 5 sob 164 a a 8 2 .T 2 g 7,, 135' 1 135' g N N U, N PROPOSED RESURFACING • 85' • 4 � 65' 270' 275.05' 2 270' 65' IIITZAN%\1/4 jQ'pR10 _ .. q, 5" Concrete Base (4 1/2 Sock) 6.83% 3" Asphalt 2.75 % 20' 24'-10' TYPICAL SECTION OF EXISTING STREET LENGTH: 623' 12' 12' 6.83% I 1.33 % NORTH -SIDE OF STREET TOP -LIFT: 1 1/2" THICK BOTTOM -LIFT: 2 1/2" THICK SOUTH -SIDE OF STREET TOP -LIFT: 1 1/2" THICK BOTTOM -LIFT: 2 1/2" THICK TYPICAL SECTION OF PROPOSED RESURFACING NOTES 1. Contractor shall use care in maneuvering heavy equipment over and around this project. Existing curb & gutters are in poor condition and the 5" concrete base will not withstand alot of weight. 2. Several driveways located on the southside of this project have asphalt and concrete material patched into th'e gutterline. Contractor shall use caution not to damage driveways during the removal of this material. 3. This construction shall include asphalt in the gutter line. QUANTITIES ROTOMILL PAVEMENT 1538 S.Y. ASPHALTIC CONCRETE, TYPE -14 216 Ton ASPHALTIC CONCRETE TYPE -17C/0.40 130 Ton ASPHALTIC CEMENT EMULSIFIED ASPHALT( (SSIH)) FOR 16 Ton TACK COAT APPLIED 385 Gal. BUILD CONCRETE PAVEMENT (6") 25 S.Y. BUILD 4" CONCRETE SIDEWALK 50 S.F. BUILD 30" P.C.C. CURB & GUTTER 84 L.F. REMOVE CONCRETE PAVEMENT 25 S.Y. REMOVE 30" CURB & GUTTER 84 L.F. REMOVE DRIVEWAY APPROACHES 50 S.Y. ADJUST MANHOLE TO GRADE 2 Ea. ADJUST WATER VALVE TO GRADE 1 Ea. ADJUST GAS VALVE TO GRADE 1 Ea. BUILD 6" 47B CONCRETE DRIVEWAY 50 S.Y. SAW CUT 60 L.F. PROJ. RESURFACING IMPROVEMENTS PROJ. NO R-96(1) DESCRIPTION 10TH ST. - BURLINGTON TO BELLEVUE Hastings City Engineering DSGN BY BC DATE 5/97 CONTRACTOR DRN BY BC APPRD BY ASBUILTS DRN NO. 1 o 1