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PAVEMENT REPAIR DRIVEWAYS *18 " STORM DRAIN INLET
<br /> Locotion Quantity Quanfities Locotion Quantity
<br /> Sto. 781,45 - 5t47. 88,, 70 (6 51'&5) 82 5y Type - Locotion No, S. Y Sto. -90-f00 Rt. eLt. 2 Eoch
<br /> 5to, 1,98 ,' 15 - Sta /331,60 (5 sites) 73 S. Y S;la 116 ,00 r Rt e U 2 Eoch
<br /> A - As shown on /ons 9 085 Sta 1,3Zt 50 Rt d' Lt 2 Eoch
<br /> Toto/ 155 5. Y D - As shown on plons l 25
<br /> To to/ 6 Eoch
<br /> E - As shown on plans 7 194
<br /> CLEARING AND GRUBBING FRAMES AND GRATES (S. DI)
<br /> Locotion Quantity CLASS 2 AGGREGATE BASE
<br /> 5to. 891,50 - 5to. 105 1,00 Locotion Quontity Locotion Quantity
<br /> Sta 901,00 Rt ef U z Eoch
<br /> Sto. 1061,50 - 571c, /231,00 Sto. 89 1,50 - 5to. 105 1, 00 692 Tons Sta //61, 00 Rt .e 1-t 2 Eoch
<br /> Sto. /271,00 - ,Sto. /431,00 5to. 106 1, 50 - Sto. /231,00 993 Tons Sta 130 * 50 Rt e' 1-f 2 Eoch
<br /> 5to. /451,00 - Sto. /571,00 5to. /27 00 - Sto. /431,00 725 Tons Toto/ 6 Eoch
<br /> Sta. /771,00 - Sto. 210 0-00 Drivewoys - Type A 61 Tons
<br /> TO to Lump Sum Toto/ 3,47/ Tons See Note
<br /> Existing ace
<br /> /"-, X/,5 y SurP
<br /> PLACE MONUMENT FRAMES e COVE es
<br /> Locotion Quontity
<br /> ROADWAY EXCAVATION ASPHALT CONCRETE (Type 8) 5tc. 131f 70 /Each
<br /> 0. 50 'A spholl Concrete
<br /> Location Quontity Locotion Quontity Sto. 1,64 1, 60 / Eoch ft* : W161Al2, length and locotion to
<br /> sta, 891,50 - Sto. /051,00 384 cy Stc. 891, 50 - Sto. /051, 00 429 Tons Toto/ 2 Eoch be determined by the Eny1neer
<br /> Sta /061,50 - Stc. /231,00 457 Tons
<br /> 5to. 127*00 - Sta. 143*00 443 runs PAVEMENT REPAIR, DETAIL
<br /> EARTHWORK Povement Repoir 66 Tons ALLOWABLE ALTERNATIVE RlPf
<br /> (Miscelloneous Arcos) ( Type I) Drivewoys 49 Tons Type A R. C. P (C/ass Y)
<br /> Locotion Quontity Toto/ 11444 Tons A. C. P (Closs -Y)
<br /> 5/o. 1061,50 - Stc. 123 ,, 00 /7 Va c. s. p (a079"Thicic)
<br /> 1-T
<br /> Sto. /271,00 - Sto. 143 00 16 Sta
<br /> 76/01 33 Sfa
<br /> ASPHALT CONCRETE BASE (Type 8)
<br /> denotes IW15celloneous Foclllty
<br /> 1
<br /> Locotion Quontity DA 7
<br /> Sta 145 *00 - Sto. /571,00 663 Tons
<br /> EA RTHWORX Sta /771,00 - 5to. 210 00 i 781 rons
<br /> OViscelloneous AreqS) ( rype 2) 7ofol 2, 444 Tons
<br /> Locotion on Quontity Conyoorm @ E p
<br /> Sta 1451,00 - Sta 1571,00 12 sto.
<br /> 5to, /771,00 - sta. 2/01,00 33 S;la
<br /> 12 A L TERNA T1 VE PIPE ( Type A )
<br /> Toto/ 45 Sta. Q0
<br /> Locolion Quontity
<br /> Sto. 901, 00. X - dl-OiO 36 L. F
<br /> Sto. 116 oL 00 X - droin 32 LF -ExIsting Width Conform
<br /> IMPORTED BORROW Sto. /321, 50 x - drol'n 34 L.F 12' Minimum R = ConPorm to Exist. Rodii
<br /> Locotion Quontity ro to 102 Z. F
<br /> 5to. 106 1,50 - Sto. /231,00 448 C Y TYPE A e D TYPE f
<br /> Type A 0. 13'A. C over 0.33 ' A. 8. over
<br /> Sto. /271,00 - Sto. /431,00 403 C. Y
<br /> shoped 41 compocted 17ofime molerlol Type 4f = Voriable depth A. C over
<br /> 5to. 145 00 - Sto. /571,00 73 CYexisting poved olrivewoy.
<br /> Type D = 0. 25' A. C. over shooed and
<br /> 5to. 771,00 - 5to. 210 1,00 624 CY compocted native moteriot
<br /> Toto/ 548 C. Y.
<br /> TYPICAL DRIVEWAYS
<br /> SHEET TOTAL
<br /> PROJ EC I PEL TIER ROAD
<br /> P R 0 J E C T P 11 3 4 t- i I HECK E r B, D a
<br /> A CONSTRUCTION DETAILS NO. SHEETS
<br /> V
<br /> OF S ,484, 144 rOAQU I k!
<br /> 7 NO SCA L E
<br /> �om /,e3 AND NOTES
<br /> FILE NAME NO. DRAWER 14F FT u rt
<br /> .4-2OQ4
<br />
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