CTHP-PINE-BLUFF-CROSS-PLAINSRD_S0255(6)

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'1 DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES CLEARING I"em STEEL PLATE BEAM GUARD SEC. 87ATION TO STATION STA. SEC STATION TO STATION STA. SEC. STATION TO STATION CU.YQ SEC. STA. TO STA. � SIDE LIN.FT. (NOT A BID ITEM) - _. _ - COVERS 2 198+70 SEC. STATION TO SIATION SIDE LN. SEC. STATION SIDE LE V. 1-27+50-31+W- RT 400 2 -197+58 _ 14 7675 1 58+ 50 67+00 - RT._ 850 1 146+50453►25 LT. 675 I - - - - -- CONCRETE CURB INLETS CATCH t 5 - 7 2 1 5 - 7 1 8 - 9 2 1 1 1 3_ - 1 1 1 1 1 1 1___ 3+90- 12+00 1a+80 73+_25 _ 73+25 - 74+75 74+75 87+50 87+50 - 89+50. 88+50 98+50 _ 1345 979 142 11862 194 .1314 1 68+00-71+00 LT 303,5 1 1 128+50-133+00 RT 453.5 4 _ ' I SHOULDER MARKER POSTS 1 1 I I 1 I I Q - 9 1 1 91 - 99 1 104 - 110 1 111 - 114 I 117 125 1 104 - 110 III i f4 I i I 117 - 12 1 19 - 20 I _3 - 3 5 - I 19 _ 20 1 53 - 58 - 1 53 -_56 -- -- I OC - 3C - _ _ 1 -IC _ ; 3C 1 58 - _63_ - ---- 2 5 - _ 63 -- (NOT A BID ITEM) - _. _ - COVERS 2 198+70 SEC. STATION TO SIATION SIDE LN. SEC. STATION SIDE LE V. 1-27+50-31+W- RT 400 2 -197+58 _ 14 7675 1 58+ 50 67+00 - RT._ 850 1 146+50453►25 LT. 675 I - - - - -- CONCRETE CURB INLETS CATCH 1 71 - 7E 1 1 73 - 74 i Be - 89 1 3 8 . 6 3 8 1 - 1 1 --10-164-6--111450 1 1 -_ 1 1 1 1 i I 1 1 1 2 98W0 IOOt50 111+50 116+50 118+Ii0 .119+50 119+50 1 21+60 121 +50 -132+50 132+50 133+50 133+50 - 138150 136+50 - 139!30 139150 177+50 - 177+50 _179125 179+25 - 184+50 184+80 - )86t50 188+50 - 198140.8 196+771 - 1.98+85 140 1606 475 435 19 0 1606 9S 430 285 6548 rtI I. 190 767 190 1460 p 300 SEC. I - 1 1 1 ' 1 1 1 1 1186+00-166+00 1 1 1 " 1 STA. TO STA. 55+50-59+00 71+50-72+50 68f00 50 75}50-78+00 { 81+00-85+50 92+50-95+50 102+50-I +0130 117+50-119x00 1 123+50426+00 173+00-175+50 18015040+50 187+50. 90+50 173+50475+50 1 73 - 74 I Be - 89 I 91 - 99 I 3 8 6 1 91 - 99 1 104 - 110 1 111 - 114 I 117 125 1 104 - 110 III i f4 I i I 117 - 3 8_ 1 i 1 128_- 12_9 _125 I 128 - 129 - t -_136 - 139 I - 149 - 156 - - - -- -185 1 184 _ _ _-- - _ 3 7 I t _ 1 131 132 - -- ---_- - 1 - - 3 _. _136 _139 1 149 - 156 7 INTERCEPTING EMBANKMENT _ _ _ AJUSTING MANHOLE (NOT A BID ITEM) - _. _ - COVERS 2 198+70 SEC. STATION TO SIATION SIDE LN. SEC. STATION SIDE LE V. 1-27+50-31+W- RT 400 2 -197+58 _ 14 7675 1 58+ 50 67+00 - RT._ 850 1 146+50453►25 LT. 675 I - - - - -- CONCRETE CURB INLETS CATCH LT LT RT. LT LT. LT. RT RT LT RT. RT RT RT LT I 1 VMCM NO. I 50 8 ;, I 50 3 h 1 50 6 1 50 6 1 50 } 10 � 50 711 1 100 50 14 1 50 111 6 1 100 11 1 1 50 6 50 7 507 50 5 it RT - i '; j 1 i I BASINS STATIONI SIDE I TYPE 198+44 4` RT I -A IOF+45 IOF+65 4*A"+ 66 SODDING STA. - STA. 27+-50- 31+50 34+00 45+00 52+50- 55+50 58+50-63+50 58+50-67+00 62+00 72+50-73+50 94 +60 i 106+20 121+75-122+25 122+00-126+00 127+25-127+75 134+50-135+50 138+75-139+25 146+50-l531+25 150+00 1 160+70 134+25-135+65 91+50-84+40 ;IDEI TYPE S. Y SEC R INT EMIL. 178 1 L , 0. DAM 20 1 R k D. DAM { 20 1 R D. CHECK 128 1 R, D. CHECK 168 I R 1NT. EMS 380 1 R FLUME 83 1 R ;-FL UM E 133 I R D• DAM 20 1 L D. DAM 20 L ' FLUME 67 2 R D. CHECK 240 R FLUME 83 I L D. CHECK 48 2 R FLUME 67 L 1.11NT EMB. 30 L 1 FLUME 73 L I D. DAM 20 L D•FLUME 200 L D. CHECK 4351 Ii 9 I Y CONCRETE ,CUFB 5 GUTTER (TYPE D" SEC STA. - STA. SIDE L.F 2 197+15 - IIF+25 RT 207 2 198+30- 9F+50 LT 86 1 LT I -D i LT I -A 3 3 LT 1-D !' I � 1 1 � j 1 I 9F+33-10+32 IIF+00- 10+32 4+64 5+25 LT 162 RT 95 LT. 9 RT. 49.3 LT.SRT. 49.5 I 'i «UMt10t ' i«[HTS S 0255(61 3A� GRAVEL OR- _-- L AUSIIED STONE _ IIASE CUR MARKER POSTS R/W PIPE CULVERTS .•- s.•ew ..ecTfiR «GTH I aw/, y1 STA. - STA. SIDE TONSEC. STATION SIDE NOjI 3+80-196+40.8rt 31,6 1 3+82 R -L 2 1 4A:+30 '3161 S' CP - 1.51 I 5+05 S -R. A fL-R! 401 1 3A+96.7 L 2 1 5+34 4a TO CP ✓ 3AIf ,1 III _ 31+55 S.R. B L` 215 1 3A+88 I R 1 I 6+33 18 30 CP r 1.4 - 56+65 S.R. C R P151i I ! 6A+10 L i 1 7+11 18 30 CP + 1.4 - iiii . _ _ 74x00 S.R. G L 140 1 1 I 5+40 L I 1 7+96 18 30 CP r 1.4 1 143 +67.7 S. R. D L 140 I 6 + 48 7' L 2 I 8194 - 18 30 C.P _ i 1.4 143+67.7 S.R. E R 4001 1 6+08 ; R I 1 I WOO 18 30 C.P � _ L4 - i _ 195+83 S.R. F L 150 1 8+68 L; 2 1 22+10 72X442 -48 CMPA ✓ 7.Ot 2 _ .. . 3+80-196+40.8PEa I= R 584 I 9+35 L I 1 24+48 18 30 C.P ✓ 1.4 - iI 11+25 1 R -L 2 1 31+70 18 30 C.P ✓ 1.4 - 196+77.1-198+85 ` rt 4001! 1 j 12+50 J L M I 1 34120. 24 52 C.P r 2.0 2 1 I 18+29 ` R 1 1 451-18 24 46 CP._ r 2A 2 STOCK PILE ! 1,725 1 18+80 L 1 1 57+15 24 80 C.P r 2-0 _ 2_ 15 1 27+00 IR 1 1 1 70138 24 120 CP ✓ 2.0 2 MARKER SEC 1 I I 1 I 1 I I 1 I 1 I I I I I 1 1 I i 1 I I 1 1 I I 1 i 2 1 29+36 • 1 1 (TYPE"j 72 48 PC.P r 20id - _ -- -� 30+50 SEC STATION SIDE L. F. SEC.I�I STATION SIDE TYPE SEC. 18 OBLITERATING OLD ROAD - 2 198+70 RT 30 2 198+70 LT 2-R 2 1 1 84100 24 94 C.P ✓ _ 2 3 38+83 SEC. STATION TO STATION SIDE STA. - } 3 - 1 83+00 asm RT. 2-0 I I 92+40 is 30 C P 1 ioi 112+00 _LT 6.0 _ _ _ REMOVING CONCRETE 1 94+40 1 122+00 124100 RT 2.0 SIDEWALK 38+65 I L 1 169100 i7T100 LT. 9.0 _ _-- --. _ SEG ! STATION t SIDE IS. . 1 1 183100 185+00 LT. 2.0- _ _ _ 1 t 3+50-3+29 { LT. 71 , 30 C P ✓ 1.4 1 i 1 t 50+23.2 R CONCRETE SIDEWALK i 24 70 C.P r 20 2 i 1 5 INCH) R- L 2 1 117+55 tl SEC.. 1 SLTE 'S BREAKER WALL REMOVING BUILDINGS 194+32 (NOT ARID ITEM) 0 1 3+50-4+80 LL 520 I 1 1 123100 _ 5+50-4+40 561; _ 20J 2 i I II 2C+90 ,r SEC STATION SIDE 24 30 C.P ✓. 2A. - LT LT RT. LT LT. LT. RT RT LT RT. RT RT RT LT I 1 VMCM NO. I 50 8 ;, I 50 3 h 1 50 6 1 50 6 1 50 } 10 � 50 711 1 100 50 14 1 50 111 6 1 100 11 1 1 50 6 50 7 507 50 5 it RT - i '; j 1 i I BASINS STATIONI SIDE I TYPE 198+44 4` RT I -A IOF+45 IOF+65 4*A"+ 66 SODDING STA. - STA. 27+-50- 31+50 34+00 45+00 52+50- 55+50 58+50-63+50 58+50-67+00 62+00 72+50-73+50 94 +60 i 106+20 121+75-122+25 122+00-126+00 127+25-127+75 134+50-135+50 138+75-139+25 146+50-l531+25 150+00 1 160+70 134+25-135+65 91+50-84+40 ;IDEI TYPE S. Y SEC R INT EMIL. 178 1 L , 0. DAM 20 1 R k D. DAM { 20 1 R D. CHECK 128 1 R, D. CHECK 168 I R 1NT. EMS 380 1 R FLUME 83 1 R ;-FL UM E 133 I R D• DAM 20 1 L D. DAM 20 L ' FLUME 67 2 R D. CHECK 240 R FLUME 83 I L D. CHECK 48 2 R FLUME 67 L 1.11NT EMB. 30 L 1 FLUME 73 L I D. DAM 20 L D•FLUME 200 L D. CHECK 4351 Ii 9 I Y CONCRETE ,CUFB 5 GUTTER (TYPE D" SEC STA. - STA. SIDE L.F 2 197+15 - IIF+25 RT 207 2 198+30- 9F+50 LT 86 1 LT I -D i LT I -A 3 3 LT 1-D !' I � 1 1 � j 1 I 9F+33-10+32 IIF+00- 10+32 4+64 5+25 LT 162 RT 95 LT. 9 RT. 49.3 LT.SRT. 49.5 I 'i «UMt10t ' i«[HTS S 0255(61 3A� GRAVEL OR- _-- L AUSIIED STONE _ IIASE CUR MARKER POSTS R/W PIPE CULVERTS .•- s.•ew ..ecTfiR «GTH I aw/, y1 STA. - STA. SIDE TONSEC. STATION SIDE NOjI 3+80-196+40.8rt 31,6 1 3+82 R -L 2 1 4A:+30 '3161 S' CP - 1.51 I 5+05 S -R. A fL-R! 401 1 3A+96.7 L 2 1 5+34 4a TO CP ✓ 3AIf ,1 III _ 31+55 S.R. B L` 215 1 3A+88 I R 1 I 6+33 18 30 CP r 1.4 - 56+65 S.R. C R P151i I ! 6A+10 L i 1 7+11 18 30 CP + 1.4 - iiii . _ _ 74x00 S.R. G L 140 1 1 I 5+40 L I 1 7+96 18 30 CP r 1.4 1 143 +67.7 S. R. D L 140 I 6 + 48 7' L 2 I 8194 - 18 30 C.P _ i 1.4 143+67.7 S.R. E R 4001 1 6+08 ; R I 1 I WOO 18 30 C.P � _ L4 - i _ 195+83 S.R. F L 150 1 8+68 L; 2 1 22+10 72X442 -48 CMPA ✓ 7.Ot 2 _ .. . 3+80-196+40.8PEa I= R 584 I 9+35 L I 1 24+48 18 30 C.P ✓ 1.4 - iI 11+25 1 R -L 2 1 31+70 18 30 C.P ✓ 1.4 - 196+77.1-198+85 ` rt 4001! 1 j 12+50 J L M I 1 34120. 24 52 C.P r 2.0 2 1 I 18+29 ` R 1 1 451-18 24 46 CP._ r 2A 2 STOCK PILE ! 1,725 1 18+80 L 1 1 57+15 24 80 C.P r 2-0 _ 2_ 15 1 27+00 IR 1 1 1 70138 24 120 CP ✓ 2.0 2 MARKER SEC 1 I I 1 I 1 I I 1 I 1 I I I I I 1 1 I i 1 I I 1 1 I I 1 i 2 1 29+36 R 1 1 72136.4 72 48 PC.P r 20id 2 j' 1 30+50 L 1 1 72178 18 30 C.P ✓ 1.4 - 11 1 1 314-00 R 1 1 84100 24 94 C.P ✓ 2.0 2 �t 1 38+83 R -L 1 2 1 90190 18 36 C.P ✓ 1.4 - it 1 32+60 L i I I 92+40 is 30 C P ✓ 1.4 - I 1 33+00 I R 1 1 1 .. 94+40 24 110 C.P ✓ 2.0 2 j 1 38+65 I L I I 108+00 24 74 C.P r 2.0 2 i 1 43+04 t R , I 1 111+50 18 30 C P ✓ 1.4 1 i 1 t 50+23.2 R 1 1 117+55 24 70 C.P r 20 2 i 1 1 53+50 R- L 2 1 117+55 R BREAKER WALL 2.0 194+32 1 1 55+90 R I 1 1 123100 72 48 PGP ✓ _ 20J 2 i I II 2C+90 R - L) 2 I 134+17 24 30 C.P ✓. 2A. - I i 57+54.5 R- L 2. 1 143+00 36 56 C.P r 4.0 2 j1 58+19 R I 1 145100 24 74 C.P ✓ 2.0 2 1 1 65+00 R- L 2 1 146+50 18 30 CP ✓ 1.4 - POSTS R/W 1 72+36.4 L 1 1 152+85 C. P FLUME ✓ 20.0 _ - (CONT.) I 1 T2+91 i L 1 1 155+00 36 54 CP ✓ .40- 2 1 3G+72 R I 1 155+00 6.8 BREAKER WALL 2.0 - 1 STATION SIDE NO i 3G+92 L 1 1 160+50 24 68 . C.P r 20 2 134+00 L II, 1 74+68 R 1 1 163157 24 60 C.P r 20 2 13586.3 + R- L 2 i 1 74+74 L 1 1 174400 24 82 C.P 20 2 ; 139+10 R 2 l 1 79+00 L 1 1 180180 72 60 PCP r 20.& 2 142+65 R I 1 80+00 R 1 1 183+00 18 30 C.P ✓ 1.4 - 143+35 L I 11 81+60 R I 1 194+32 24 52 CP. .r 2.0 2 i E+ 16 R- L 2 1 82+95 L I 1 2 198+30 30 126 RCCPSS ✓ 2.0 1 144+01 L ! 1 I 1 84+00 R 1 2 198+80 12 64 RCCPSS +' - - 144+58 R ( 1 ( 1 85+82 R -L 4 2 198+65 18 2- 24 C. P ✓ - - 145+96 L I 2 I 1 88+50 R -L 2 1 6%i+15 48 30 C.P. ✓ 6.8 2 148+23.6 1 R -L 2 1 90+77 R- L ( 3 ► MORTAR RUBBLE MASONRY 152+00 L 2 1 91+15.2 I R - Li 2 ; 153+24.3 R -L 1 2 u 1 l 92+07 R -L 3 "F" LINE STA. 199+05 157+13 R- L 4 1 92+48 I R- 157+20.3 I R- L 2 0 1 94+00 t R' 1 3 10"F"+45 18 2- 8 C. P. - 161+00 1 R 1 ! 1 t 94+80 L i 2 3 10"F+55 24 22 C P. - - 162+30 L I �_ 1 96+00 I R 1 1 3 10"F"+85 18 34 CP, - - 163+57 RI I I 1 98+26.3 i L I 166+54.3 I R 1 ;i 1 99+66 R- L; 3 170+39 I R- L I 3 1 102+18 R 2 "A" LINE STA.. 3+05 175+18.5 1R -L; 2 1 105+83.5 R -L 2 176+04 1 L 2 1 106+50 L', I I 4-A'+55 24 52' C.P. ✓ 1.51+ 1 177+00 R 2 1 110+00 R 2 1 4A+55 BREAKER WALL All 2.0 178+00 ! R- L 2 I 112+98 R - L' 3 180+38.4 R- L 2 I1 1! 114 +00 L 1 185+00 R -L 2 i 1 116+00 R i 1 + 186+92.7 I R- L' 2 1 '! 117+00 L; 194+37 i R -L 4 1 120 +41.3 R- L, 2 194+95 IR I 1 120+65 R I 196+35 L1 I. 123+00 j R I 97+27 j R 1 1 6 I 127+00 ( R1 R_ 2 197+73 1R -L1 2 y I', 128+79.6 Ll 1 129+90 L I k 1 I 131+57 132+00 R L 1 I 133+45 R I