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SWAIN ROAD <br /> ROA 0 IL H T T gs No INDEXN YEAR N MEE <br /> 564 2o - W S-16'6 1967 6 6 <br /> CLEARING & GRUBBING MANHOLES <br /> 30' Const. 30, STA. 0 +'00 to STA. 40 + 75 Place New Remove EDestroy <br /> Station I Location Station Location <br /> FINISHING ROADWAY 29.91 1 18 Lt 2991 22' Lt <br /> I' 6' 3' 0.17'x24'Plant Maed Surfacing I var. Var. _' STA. 0+00 to STA. 40 + 75 Reset to Grade Reset to Grade <br /> over 0.50'Untneated Base (Existing Ditch) Station Location Station Location <br /> ROAD CONNECTIONS 13+95 3' Lt. 29 +91 3' Lt. <br /> var. 3� 0.17 PM-S. over 0.5' U. B. <br /> 15.91 3' Lt 33 +46 3' Lt <br /> 3% 3% <br /> :.:::: + • , .. . .-. • . . , .< . . . . . ~ 19 .42 3' Lt 36*92 ' <br /> 3 Lt <br /> Station Location Tons U. B. Tons PM.S. 22*89 3' Lt 38*70 15' Lt <br /> See Curb 9 " I 2+ 25 Rt. 79 28 26+44 3' Lt 17+70 3 ' Lt <br /> Gutter Detail 0 13495 R t. 132 47 <br /> STA. 0+00 To STA. 31+60 17 .60 Rt. 53 19 <br /> 17 + 81 Lt 35 13 <br /> 21 . 10 Rt 53 19 <br /> 24+ 60 Rt 53 19 CONCRETE CURBS <br /> 28+ 10 Rt. 53 19 c� <br /> 31 # 60 Rt. 53 19 & GUTTERS <br /> 31 +60 Lt. 79 28 Station to Station Location L.F <br /> 300 Const 30, 3 35' i0 Rt. 53 19 0.09 13 +34 20' Lt 1325 <br /> 40+75 - - 13 14+58 17 +46 20' Lt. 268 <br /> TOTAL 643 243 18+ 16 31 + I'5 20' Lt 1299 <br /> 1' 6' 3' 0.17'x30' Plant Mixed Surfacing 0.33'x1TIIwith Med. V 32+ 07 40+49 20'Lt 842 <br /> over 0.50' Untreated Bose Seal Coat over Penetration Radii at %rshing Lt. 40 <br /> Treatment. <br /> 101 B, 4' Radii at Mitchler Lt. 47 <br /> Radii at Gettysburg Lt 31 <br /> 3% 3% PRIVATE DRIVEWAYS TOTAL 3872 LF <br /> 57 Vor <br /> 'T:'S'5: a . > . . o ~ • . ~ . . ~ . . . • 0.33' U.B. a 0. 17' P M.S. <br /> See Curb iF Station Location Station Location <br /> Gutter Detail o o i 2+ 13 Lt 25+90 Lt. <br /> 3+50 Lt 26+22 Rt <br /> STA . 31 +60 To STA. 40 +75 5 +20 Lt 26+80 Lt. PLACE CATCH BASIN <br /> 5+38 Rt 27+00 Rt. ~ <br /> 7+64 Rt 27+39 Lt Station Location 10D.SC.P Connection <br /> TYPICAL CROSS — SECTIONS <br /> 7+93 Lt 28*04 Lt. 2+25 21 ' Lt 42 <br /> ' <br /> Scale : I 's 5' 8+54 Rt 29+55 Lt 6 +00 21 Lt 42 <br /> 8+55 Lt 29+95 Lt. 9+00 21' Lt. 42 <br /> 9+20 Lt 30+77 Lt. 13+49 29' Lt. 60 <br /> 10+58 Lt. 31 + 19 Lt 14+36 29'Lt 60 <br /> conform R/`v 11 + 10 Lt. 32+ 13 Lt. 21+00 21'Lt 42 <br /> M I Conc.Curb 9 Gutt9r� `;� <br /> 11 +70 Lt 32+74 Rt. 24+50 2l' Lt 42 <br /> _.i:-: :: ...air:eai" �e:a=: it -i-•F•"�b.:_4.r.;s- a .yro:a •., -... .d <br /> "' N ' 11 +87 Lt 32+91 Lt. 28.00 21' Lt. 42 <br /> �r—. G'6nstracii'ian <br /> 12+59 Lt 34+32 Lt. 31 +36 Existing 15 <br /> 9 <br /> —3' 'v 10 16+10 Lt. 34+41 Lt. 31 +83 31' Lt 5189 <br /> • 35.00 211t. 45 <br /> 12" 24" ` e 16+76 Lt 36+37 Lt. TOTAL 10 ca. 492 LF'~1 s~ AT RETURNS 1" a 17+48 Lt. 37+05 Lt. <br /> I6 Morizontol _�_ --1— nform 18+86 Lt 37+73 Lt. <br /> �In ' "' ~ ' ,. :• .: :•• .. ��, 18.92 R t 38+10 Rt <br /> 16 <br /> 19+84 Lt 38+59 Rt. <br /> LI <br /> LEGEND 23+66 Lt. 38+88 Lt <br /> + <br /> '? 0.17' P.M.S. over 0.50'U.B. <br /> 3"Sand Cushion Use %" Dia.x 24" Steel Dowel Rods spaced 12" O.C.®1i 017,P.M.S. over 0.33' U.B. <br /> after Full Compaction. Greased Well Wrapped. Expansion Joints spaced <br /> 60'-0"O.C.. Expansion Joints at B.C. 6' E.C.ofall curves. <br /> DETAIL OF CURB 9 GUTTER TYPICAL DRIVEWAY <br /> Scale: I"= I' Scale: 1 30' <br /> (SS <br />