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I <br /> PLANING ASPHALT CONCRETE PLACE ASPHALT CONCRETE TRAFf/C 316AIAL AND <br /> PAVEMENT D11fE (TYPE A ) HIGHWAY LIGYTING <br /> Location a aa17 L o c a tion Q uanf%/y <br /> Eight Mi/¢ Road Infars¢cfion Rodi/' Lower Sacrarner/to Rood <br /> 5ta. 87'00 Ao 5/a. 8 450 %G7 5.Y. S. W. Corner 80 L. F. ono/ Ei_ghf /V//e Rood Lump sum <br /> I I Sfa. 2/45/ 7'0 S/a. 22400 /67 5.Y. 5-1-5, Corr7er 95 4. F. In7`ars0.cf-ion <br /> 70TAL = ,334 S. Y. N. W. Cornar 95 ,L.F. <br /> Existing Widthy N. E. Corner 95 Z. /f <br /> TO7AL = 365 1- .,x- <br /> TYPE <br /> C.f"TYP,E' D DRI VE WAY ALLOWABLE AL TERNA T/VE PIPE <br /> 0.30' h.5pho/f Conerefa over 5hapad ROADWAY EXCAVATION Type- A = CC. S.Pp (0. 079" -TTTh�iek) <br /> 0/70' ConlpOGf¢d n /A <br /> OT/Ye aT¢r/pl. /OCOT/O/7 QU017'T%y R. C.�• ( C/o ss 11L ) <br /> ,Caw¢r SaCrOMZ,7 6 Road ASPHALT CONCRETE BASE /7 <br /> 807'50 ;6 5,44. 95"50 2,6(.6 C.Y. ( TYPE 8) <br /> Eiyhl M//e Road L000T%O)7 04,411774iy <br /> 5/a. 8400 7'a SA. 22 400 8/5 C.Y. Lowmr Sacramento Rood <br /> 7-07AL = 3,48! C. Y. Va. 807'50 Ao S7a. 957'50 3, 7/ 4 Tons <br /> fly h t Mile Road <br /> Con form at E.P. <br /> Sfa. 8 t 00 40 Stv. 224.00 /,253 Tons <br /> TOTAL = 4, 947 Tons , <br /> SHOULDER BACKING <br /> Conform LOcofioq Q(/41711.y <br /> = Can form /a Lower Socraman/o Roan/ <br /> Ex,sfi�y /radii S/a. 80450 to Sia. 957' 50 90 7605 CLASS A CONCRETE- <br /> ,619h/ <br /> ONCRETEE;gh/ M%/e R6ad (MINOR STRUCTURE) <br /> S/a. 8100 'to Sr0. 22 .,,00 90 Tons 0c07Z;0,7 Ql,ar,fiy <br /> TYPE E DRIVEWAY TOTAL = /80 Tons ,Lagar Socrame/7-,�b Road <br /> Voriabfa. depth Asp/ro/f Conerafa 5fo. 87-090t (Box Cu/verf) 68 C.Y. (f') <br /> over ¢xi5bij pavad drivewoy. tjno/ pay aonf/*y . <br /> g <br /> TYPICAL DRIVEWAYS DRIVEWAYS <br /> LOCCTion Type QuanI;Ti25 <br /> No. Areas /2" D/A. ALTERNATIVE PIPE (TYPE A) RECORD DRAWING <br /> Locwar Sacraments3 <br /> Road D 6 82 S.Y. Lac -a-74;a-.7 Q[tany f� GorrQc.tionsBy, "' <br /> BRIDGE REMOVAL (PORTION) 61yh74 /V;/,t Road E z z(; 15. Y. '� „_anges By � S. <br /> cation Lowar Sacrcmenfo Road <br /> Lo87445- t <br /> Quantify Sfo. (Ri. ) 24 <br /> Jfawfr k Std )UiG Verity <br /> Lowar- Socramenfo Rood " ' `- ' 0f Work, <br /> .5fa. 87 -.0' 90 f L.urnP Sura <br /> ASPHALT CONCRETE (TYPE B) <br /> Loco4;ol7 Qu01-711y I2 AUTOMATIC DRAINAGE <br /> ,Lowar Sacramento Rood GATE <br /> Sfo. 807'50 7'o 57'6. 957'50 /, 592 Tons Loco�iori Quonfi y <br /> CLEANING EXI5TIN4 Ei�hf rri/a R6ad tower Sacramanf6 road <br /> DRAINAGE fACIL I T/ES S/a. 8 7'00 fo 5ta. 12 too 580 Tons Va. 87 f 75 <br /> Dr/vaways 8z Tans <br /> Location Quanfif <br /> A . C. Dike /o Tons <br /> .E%�h l Mi/e Road <br /> Sia. /3f47t (X-drain) TOTAL = 2, 264 Tons <br /> 540. /6 7' 64 t (X-drain) Lump Sum <br /> . CONSTRUCTION DETAILS <br /> LOWER SACRAMENTO ROAD <br /> �j NO SCALE PROJECT AND EIGHT MILE ROAD <br /> 0' 8e AND NOTES TRAFFIC SIGNAL 8 8 <br /> FILE - NAME N0. IDRAWER I SHEET N0. <br /> a <br /> �Po.40 4 6OZ <br />