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/Z� � � Standard Frome
<br /> E.P. 6„ E Cover Assembly
<br /> /MPOR TED BORRO W /8 "O AL TERNA T I VE PIPE
<br /> d o. _ d. Sto./46;50 to Sto.3/3 ,450 2, 000 C.Y. LOCAT/ON TYPE OaANT/TY
<br /> 3 00010 A B Str. Exc. Str. M
<br /> d
<br /> Sta 206 X-Or. 44' /4 C.Y 6 'C.Y.
<br /> Brue/% Rd Sm: 5.40156 /8 C Y. // C Y.
<br /> Pc.c. ➢: °.:.
<br /> FINISHING ROADWAY Sia 20720 X-Dr. 44' . /5 CY 8 c.Y.
<br /> a
<br /> 51-a /46,4.50 to Sto. 313,L50 g North Sow/es Rd. Sto. 4f 30 40' // C. Y. 7 C- Y.
<br /> 3" 6„� �' South legs of o// intersections.6”
<br /> 272,4 45 X-Or 50' . l5 C.Y. 9 CY.
<br /> I�M Sto. 295,4 55 X-Dr. 52 / 7 C.Y. 9 CY.
<br /> Sto. 203 f /5 X Dr. 46' , /.3 CY 8 C.Y.
<br /> R/W 7-atq/ 292' 40 ' /O ` .Y. 60" .Y.
<br /> CLASS IZ AGGREGATE BASE /*" ZV R COP.
<br /> Mair/ Roadway 71 076 C Y A L TERNATI VE_ PIPE
<br /> Type A = 012 ' spha/t Concrete over Intersections Q11A1�/TLTY
<br /> 0.33 A re ote Bose R d /33 C. Y STYPE B �
<br /> 99' 9 Brue//a orr
<br /> Type B = Compacted Motive MaterialSow/es Road /52 C. Y. LOCA T/ON L.F. Str. Exc. S& B f.
<br /> NUM
<br /> MOENT FRAME �
<br /> TYPICAL OR/ VE WA Y COVER DE TA /L E//iott Road 209 C Y. Dustin Rd Stv 450 . 46' /B C. Y. l0 'C.Y.
<br /> Drive ways /55 C. Y. Dustin Rd-. Stra'. 5, t 50. 46' 17 C Y !/ 'C. Y
<br /> SCALE: , NONE SCALE: NONE Stn: 253;.65 X-Or. 4 ' 16 C. Y. /0 C.Y.
<br /> Subtoto/ 71725 C. Y.
<br /> Sta 263.t30 X-Dr. 44 ' /4 C. Y. 9 C.Y.
<br /> REMOV/NG CONCRETE Possible Additions / 75 C- Y. Sto. 267A00 XDr. 44' ' 17 C. Y. /O C. Y.
<br /> Toto/ 22411 BAY. 50 .Y.
<br /> Sr-c. 25,3 .1-65 — 4'X /. 5 ' Box Cu/vert To to/ 71 900 C. Y.
<br /> MONUMENT
<br /> DR/ VE WA Y L /S T FRAME e COVER
<br /> STAT/ON T TYPE w/DTH R. C.1? c/ zzz STA T/ON T. T P wiorH R c P o/ M ' BRIDGE REMOVAL
<br /> �zE ^' ASPHALT CONCRETE stn 180,-/2. 77 ; Cor / Eo.
<br /> 154 45 X X /6 ' 2400 X' . 24 ' 26/ 55 x x 15' Sta. 2201 42 -- /6 ' Timber Bridge Sto 206,459.36 Sec. Cor. / Eo.
<br /> /57 t 21 X X 20' 12 'x! X 30 ' 269 f 92 X X /2' 12"o X 24' Main Road way 4, 605 Tons 5v 233105. 79 4- Cot-
<br /> 159
<br /> or159 t 25 X X 18 , 12"ar X 241 272 f 06 X X /5'
<br /> 163 t 57 X X 16 ' /2"0 X 24" 277 t /2 X X /8' 1210 X 24' Intersections Sta 259152.25 Sec. Cor.
<br /> 169 40 X X /6' 277 t 22 X X 12' 12"0 X 24' Dustin Road 315 To17s Sta 285,4 99. 87 4 Cor. / Ea.
<br /> 173 t 87 X X /8 ' 279 t 33 X X 140 12 H0 X 24, Brue//a Road 9/ Tons
<br /> CLEAR/NG 4' GRUBBING Sta. 3/2f 47. 89 sec. co/-
<br /> X / Ea
<br /> 175 f 54 X X /6' 12"0 X 24 ' 281 t 62 X /6 /2 0 X 24 Sow/es Road /0/ Tons Sta. /53 is, 66.56 Sec. Cor / Eo
<br /> 177 7135 X X 20' /2"0 X 30' 262 t 00 X X /8' 1200 X 24'
<br /> 178 t 43 X X /6' 12'0( x 24' 282 f 59 X X /8' 12.0 X 24' 5to. /46,450 to 5to. 313 f 75 e North Elliott Rood /50 Tons 75tol 7 Eo.
<br /> /80 t 30 X X 20 ' 12"¢ x 30' 262 t 86 X x 12' /2,0 X 24' �' South legs of o/l intersections. Driveways 117 Toms
<br /> /B/ t /6 X X /6 ' 12.0 X 24 0' 262 f 95 X X 12' 12" X 24'
<br /> /83 t 27 X X /2' 12'0 X 24' 285 95 X X 15' /2'0X 24'
<br /> 166 t 20 X X 20' 12"0 X 30 ' 286 t /0 X X /4' /2"0 X 2.4' Subtoto/ 5,579 Tons
<br /> 189 t 23 X X 16 ' 266 t 75 X X /B' 12"0 X 24' ME TA L BEA M
<br /> 193 f 70 X X 12 ' /2"0 X 24 ' 296 42 X X 20' 12 MI6 X 30; �bssib/e AdG'itions /2 / Tons L
<br /> 205 t 63 X X 15' /2"0 X 24 ' 297 t 06 x x /6' 12 m X 24 ROADWAY EXCAVATION BRIDGE RAI /N.G
<br /> 206 f 39 X X /5' 21f"d X 24 ' 299 t /2 X X /5' /2"0 X 24' Tota/ 5, 700 Tons
<br /> 206 1 79 X X 15' /2"0 X 24' 300 t 54 X X 20 ' Moir) Roadway 8, 00 / C. Y. Box Culvert- Sta. 220�42 /06 L.F.
<br /> 219 f 95 X X /6 ' 12"0 X 24 ' 300 f 78 X X 12' To remain in Place Intersections
<br /> 22/ f 08 X X /8 ' 120 X 24 ' 307 t 43 X X 12' 12"0 X 24' B/'Uel% Road /22 C. Y ,
<br /> 233 t 00 X X 4o ' /200 X 46 ' 307 f p!86 X X /Z' /2" X 24'
<br /> 242 t 30 X X 18 ' /2"0 X 24 ' 308 t 71 X X 27' /200 X 36' Sowles Rood 90 C. Y. CLASS A CONCRETE TABLE OF
<br /> 243 t 20 X x /6' 309 f 64 X X 20' aW X 30' Elliott Rood 377 C.Y. fiMIIIIOR S TR UC TURF)
<br /> 24.3 f 92 X X /9' 310 t 59 X X 38' Dustin Road 36 C. Y ALLOWABLE AL TERNATI VES
<br /> 245 1 72 X X /4' 12 ..0 X 24 ' 3/1 t 71 X X 36 ' STAT/ON l TEM QUANTITY (Tyne A ) C/. LY RC. P., -Cl 2Z7 A-:C.-R,
<br /> 246 / 52 X X 26' 12110 X a6 , 312 f 25 X X 16 1200 X 24 ' Subtotal 8, 633 C Y
<br /> 248 t 26 X X 110' 1200 X 120 ' 3/2 v- 70 X X /6' 12'0 X 24' <F1 -E.S. P. B>t C0i77T* eZh7L0d-(00?9"_T/*fr)
<br /> 253 f35 X x 32' /2"0 X 42f Possib/e Additions 367 C Y. Stn. 22042 Box Cu/vert 59 Cy
<br /> 257 f 74 X X /2 ' /2"0 X 24 ' 152 f 33 X X /5' 2410 X 24'
<br /> 256 ,429 X X 12 ' 1210 X 24 ' To to/ 9, 000 C. Y. S Q. /t. Cr'ro` 1vd9'° �r)
<br /> 258 442 X / " '
<br /> MrE: Stationing EWidths are approximate . Construct as directed by Engineer. Tye B = rl'3 42 S.Y.
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<br /> 1/z�R-C.P. G.I17 /,278 L.F. NOTE: (F) Denotes Final Quantic AS BUILT
<br /> 2.019CPCIN 72 Z-A Y
<br /> COOECTIONS By
<br /> NO CHANPES
<br /> DATE-Ig/
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