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Home My WebLink AboutR1996-4N,Nbe w 254 �"a 17125 r. '2ne ice:-� 35. r--_"-- ze x 1341.875' 264' 80' w or V. w -or-ar\ 1. \\ \\ \ \\. In -. \ \ \� \ \ `\ $ 4 �\N. \ \ 125' A S $ 12 125' 125'125* u• 1 $ $ 9 z 3 18 $ 11 r 12 125 a $ 7 2 2 Y " ..2 $ 17 $ 103 $ 9 `J�y ;% 4 $ 2'"" At; . 140' $ 16 1 $ 15 $ 8 o • 3.5 �0 1NQ1 co a C�j a $ �; :.�+Y,�h `si � ,.� $ 14 u 7 ,25'14125, 6 uaoX u 13 125' B $ 12125', $ 11 3A y �eQ�o N:2 125' 'D 5 Gil $ 10 r- $ 9 z 10 n $ 8 r 12 125 a $ 7 125' n St '25. 1 $ $ 15 125' i 2 3A y �eQ�o N:2 125' 'D 5 Gil 7 7'" 89 ice 10 n 11i, r 12 125 a .125' 1 $ 264 2 $ ' .3 $ p 4 2 . $ 5 ..2 125' 6 $ PROPOSED RESURFACING '3 125* t 11 2 10 $ 9 `12C 1 $ 264 2 $ ' 3 $ p 44' ,-74 . $ 5 $ 125' 6 I c -41 c Mrith T 7 c E St •s 1 t ; lit. 44 4.4 x.. .Q2'xh� X 264 ear ✓l $ 7 13 33 4 p 44' 5 'titrr `. •": 132'b o 1 , ,`\ 132'' IN a 1 la I I I $ 140' 6 33 o • �'y~ z& sr :, k` �0 1NQ1 co a C�j a I NO 0 I 2 C7 ^ 32 b 1 _ :. n 6 wA._w,.4)k 1333.575' 80' 5 7 125' .,25' 1 2 in. 2 $ 7 2 33 4 $ 44' 5 $ 125' 6 $ 125'12 $ a . �� .. 11 in. 2 $ 10 7 3 $ 94 • 44' $ $ 8 4 4 31 125' ' 125 1 $ 8 in. 2 10 7 3 $ • 44' $ µ. 4 4 - 0 C5-1 t3 € 4 rF 5 33 125' 6 $ 125' 11• 125' 80' 2 3100' 2' 50' chi ca90 50' 0 ^ $ 9100'.,�.. _'- i' :1 $ 8 in. 13 10 7 ,11,111111W N 0 220' 22 220' 44' 0 $ 44' 4 44' I 44' 3 2 44' 1 7 gloo lid 9 $ 2 100' 2868.727' 220' .y 220' 110' 110' w, _ 0 2 1334.95' 80' 80' -tw 125' 1 125' 26 1 Replat ) 12A C 1tq C) -°K" +, g.10A n 9 8? q Z 80 CD I C -9 NQ2Ag nr�,�- 13' 125' .� 11 11°' VJ 1 n 1 2 1.015' !n 1 $ V 1 2_ $ eg 5e& 2 13 ^_O m . 0 c- \ib 10,; 0. 3 "3 " n)-711 125'6 — t 12' $ 11 Y) 14.°' I Z. 13 10 12 13 R 14 44. 44' 44' µ. 220' 22 220' 44' 0 $ 44' 4 44' I 44' 3 2 44' 1 7 gloo lid 9 $ 2 100' 2868.727' 220' .y 220' 110' 110' w, _ 0 2 1334.95' 80' 80' -tw 125' 1 125' 26 1 Replat ) 12A C 1tq C) -°K" +, g.10A n 9 8? q Z 80 CD I C -9 NQ2Ag nr�,�- 13' 125' .� 11 11°' VJ 1 n 1 2 1.015' !n 1 $ V 1 2_ $ eg 5e& 2 13 ^_O m . 0 c- \ib 10,; 0. 3 "3 " n)-711 125'6 — t 12' $ 11 Y) $ 2 51 10 3 r $ 8 5 ,t0' 7r0` 140 1- • 80' 300' in 300' 300' I�1 14.°' 1 $ 13 `l-- 2 'o 2 2 f 2 4 "I 1 ,L 1�' R1 3 2 1 140' 5 $ 4 - 0 C5-1 t3 € 4 rF -7149:- r 25.44— •?. s' . 5 1 n 140' 6 33 $ 2 51 10 3 r $ 8 5 ,t0' 7r0` 140 1- • 80' 300' in 300' 300' I�1 299.695' ; 1 4 143• „ 143' 1 r, 13 `l-- 2 'o 12 ' 3 f 2 4 "I 1 ,L 1�' R1 $ 7 1 2 1 !_ -~ 140' 5 $ 'S - 0 C5-1 t3 € 4 rF -7149:- r 25.44— •?. s' . 80' $ 1114° II $ 10 $ 9 $ 9 n 2 $ 13 8 7 L3 $ $ 7 A $ 7 53 6 140' $ 6,40' 2 12 "° I $ 11 70' 140' 3 10 II 140' 1 $ 9 21 n 2 $ $ 8 3 L3 $ $ 7 A 4 $ 53 6 140' 135' 140' 5 $ 1- v � N 79' 140 140' 1 80' 9 70 \1 \ y \y0 \ N \ 1 \ 8o' in la 135' 1 $ $ 9 21 13 C\370' 3 $ �0' ihu 4 $ 135' 5 'S 140' 2 3 4 2 '3 8 J 5 $ 7 140 k0 140' 6 'S 300' 300' 299.695' 140'— 20} 140' 1 $ 9 -cc' $ 8 � 2 'i $ 3 $ 4 80' 1402 $ 12 $ 11 $ 10 $ 9 $1 CV re? 9�b� -if t C\370' 0 140' 1 2 2 $ 2 3 2 $ 9 10 114°. c.5 Ndeer12 140. , $ 12•; 6A RIB 91 $ r �0' ihu 70' 299.32' 80' 14cr tI ie 0 2 $g� 5 $ < $ 7 140' 6 w 3x°•'519 c3 2- 1 300' 299.01' $ 12 14°6-1 $ 11 $ 10 $ 9 10 114°. c.5 Ndeer12 29)2$ 140' , $ 12•; 6 h 11 C.) 7 - 9 8 n 7 , 9 140.10 300' 299.01' $ 12 14°6-1 $ 11 $ 10 $ 9 $ 8 . $ 7 , $ 12•; A C h 11 C.) 1.1 1 0� - 9 4, 8 n 7 , y140 1 'S R-96(4) 2 $ 3 $ DSGN BY 4 $ ;? 5 2 6 $ 1 n 2 $ 3 a 4 b 5 n 6 $ 1337.82' 300.61' 80' 105' 33': %0. ! 104' 33, I � I in � I 104• m 1 1 1/4" Aspholt 6" Concrete Bose 2.14% VARIES 2" Asphalt 26.0' 31.00' TYPICAL SECTION OF EXISTING STREET Length = 2366' 15.00' EAST SIDE OF STREET TOP—LIFT: 1 1/2" THICK (TO FACE OF CURB) BOTTOM—LIFT: 2 1 /2" THICK WEST SIDE OF STREET ' TOP—LIFT: 1 1/2" THICK (TO FACE OF CURB) BOTTOM—LIFT: 2 1/2" THICK TYPICAL SECTION OF PROPOSED RESURFACING h NOTES 1. 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 -14 ASPHALTIC CONCRETE, TYPE -170/0.40 ASPHALTIC CEMENT (AC -10) EMULSIFIED ASPHALT (SSIH) FOR TACK COAT APPLIED BUILD CONCRETE PAVEMENT (6") 47B BUILD 30" P.C.C. CURB & GUTTER BUILD 4" CONCRETE SIDEWALK REMOVE CONCRETE PAVEMENT REMOVE 30" CURB & GUTTER ADJUST MANHOLE TO GRADE ADJUST WATER VALVE TO GRADE 14 ADJUST GAS VALVE TO GRADE 1 SAW CUT 7945 S.Y. 1155 Ton 791 Ton 84 Ton 1961 42 348 50 42 348 1 17 PROJ. .... ... RESURFACING IMPROVEMENTS PROJ. NO. R-96(4) DESCRIPTION LINCOLN AVE. - SOUTH ST. TO "P ST. Hastings Cit Engineering DSGN BY BC DATE CONTRACTOR 5/97 DRN BY BC APPRD BY ASBUILTS DRN NO. 1 o 1 Gal. S.Y. L.F. S.F. S.Y. L.F. Ea. Ea. Ea. L.F.