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STH78-EIGHTH-STREET-MOUNTHOREB_T0253(7)
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STH78-EIGHTH-STREET-MOUNTHOREB_T0253(7)
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3/7/2025 11:36:58 AM
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DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES <br />TYPE DI <br />CLEARING AND GRUBBING INLETS TYPE 3"H" TYPE <br />CURBI & GUTTER CONCRETE—SURFACE DRAINS STRAW MULCH <br />GRUBBING <br />STATION TO STATION CLEARING STATION N0. N0. SIDE DEPTH STATION TO STATION SIDE LINEAL FT STATION N0. SIDE CU. YDS. STATION TO STATION SIDE <br />IN. DIA. IN. DIA. <br />SO. YDS. <br />20+00--- <br />21+00 <br />105 <br />51 <br />— <br />262 <br />1 14 <br />130 <br />26+74 <br />27+00 <br />1 <br />1 <br />L <br />L <br />3.39 <br />2.69 <br />SIDE ROAD <br />10 + 88 - <br />16 + 60 - <br />10 + 00 - <br />20+ 20 - <br />20+ 25 - <br />26+ 33 - <br />31 + 65 - <br />31 +6 - - 5 - <br />- - <br />34+76 - <br />36+ 87 <br />37+ 30 - <br />14 - <br />61 +94 <br />- <br />REMOVING <br />A" <br />15 +80-- <br />19 + 46 <br />19 + 45 <br />25+ 67 <br />31 + 00 <br />31 +00 <br />35 + 82 <br />34+20 <br />36+00 <br />55+ 31 <br />61 + 14 <br />64+81.6 <br />64+81.6 <br />-- I <br />CURB 81 <br />L <br />L <br />L <br />R <br />L <br />R <br />L <br />L <br />R <br />R <br />R <br />L <br />R <br />L <br />GUTTER <br />80 <br />525 <br />349 <br />946 <br />602 <br />1 1 29 <br />502 <br />480 <br />300 <br />177 <br />1914 <br />2410 <br />898 <br />318 <br />10+00 <br />R 2' <br />38±75 - 41±25 R 200 <br />40* 75 - 42±25 L 250 <br />48± 50 - 49±75 L 200 <br />UNDISTRIBUTED 100 <br />SODDING <br />STATION NO SI DE SQ. YDS. <br />IOA+ 00 L 10 <br />10 +00 R 10 <br />41 + 50 L 10 <br />50+ 00 L 10 <br />64+ 82 R 10 <br />UNDISTRIBUTED 100 <br />REMOVING OLD CULVERTS <br />5 <br />5 <br />4 <br />4 <br />21_+ 00 - 22+00 <br />22+00 23+00 <br />10"A"+00 L 2 <br />17 + 30 L 4 <br />23+00 24+00 <br />- 55 27+05 1 R 3.08 <br />20 +12 22 + 17 R 106 <br />24+00 25+00 <br />25+00 26+00 <br />28+00 29+00 <br />12 60 31 + 16 I L 3.18 <br />1 1 5 8 <br />120 31 +48 1 L 3.25 <br />L <br />34 34 34+50 1 L 2.54 <br />10 10 41+50 1 L 3.90 <br />8 8 41 +50 I R 3.05 <br />-- - .. - - - -- - <br />16 16 50+00 1 L 4.57 <br />16 <br />29+00 - 30+00 <br />20+12 - 25+ 88 L 280 <br />30+00- 31+00 <br />- - ---- <br />32+00 - 33+00 <br />L <br />500 <br />33+00 - 34+00 <br />54 54 50+00 1 R 2.89 <br />42 42 57+20 1 L 3.00 <br />CONCRETE STEPS <br />STATION NO. SIDE TREADS S0. FT. <br />20+50 L 4 1 6 <br />34+00 - 35+00 <br />35+00 36+00 <br />22 94 41 +40 2 R56+ <br />44+00 45+00 <br />6 42 49 +90 2 R 77 2 95 <br />45+00 - 46+00 <br />48 48 57 + 35 2 R 7 <br />-- <br />46+00 - 47+00 <br />- --- - — -- <br />6 6 <br />47+00 - 48+00 <br />- 15 <br />-- <br />38 38 REMOVING CONG. SIDEWALK <br />54 42 <br />46 46 <br />50+00 — 51+00 <br />51 +00 — 52+00 <br />52 +00 53 +00 <br />2 80 <br />162 <br />STATION TO STATION SIDE S0. YDS. <br />STATION TO STATION <br />SIDE <br />LINEAL <br />21 + 83 <br />L <br />3 <br />12 <br />STATION SIZE <br />JEFFERSON ST <br />JEFFERSON ST. <br />19 +4 5 - _19+65 <br />20 + 16 - 25+ 88 <br />L <br />R <br />L <br />L <br />74 <br />20 <br />46 <br />6 12 <br />22 + 43 <br />24 + 00 <br />24+ 70 <br />28 +35 <br />L <br />L <br />L <br />L <br />5 <br />5 <br />4 <br />4 <br />20 <br />20 <br />16 <br />16 <br />42+08 6'X l51 <br />17 + 30 L 4 <br />19 + 50 L I I <br />19 +50 R 15 <br />20 +12 22 + 17 R 106 <br />20 + 16 - 31 + 00 <br />R <br />1 1 5 8 <br />29 +80 <br />L <br />4 <br />16 <br />X <br />20+12 - 25+ 88 L 280 <br />26 + 22 - 31 +00 <br />L <br />500 <br />31 + 95 <br />L <br />2 <br />8 <br />STATION N H <br />26 +20 - 31 + 14 L 282 <br />31 + 60 - 36+05 <br />L <br />500 <br />33 + 40 <br />L <br />2 <br />8 <br />28+37 - 31 + 1 4 R 1 18 <br />3 1+ 60 34 +37 <br />34+ 60 36+20 <br />R <br />R <br />2 80 <br />162 <br />33 +50 <br />34+ 97 <br />R <br />R <br />3 <br />3 <br />1 2 <br />12 <br />41+50 24 42, <br />49+90 12 Ip <br />31 +50 - 34+ 50 R 70 <br />50 <br />31 +50 - 35+90 L 220 <br />36+65 37+05 <br />R <br />35+32 <br />L <br />3 <br />12 <br />X <br />BLUE VIEW DRIVE <br />L <br />18 <br />34+ 97 R 4 <br />]I[ <br />R <br />4 <br />16 <br />- <br />37+30 - 41+96 L 208 <br />18 1 42 <br />M <br />_______45_+_68 <br />50+95 <br />52 + 70 <br />R <br />L <br />6 <br />2 <br />24 <br />8 <br />12 15 <br />43+60 - 53+77 L 470 <br />45+70 R 2 60, 25 R 5 20 <br />50+ 20 R 30 <br />-50+-98--------- R 7 <br />52+ 70 R 9 <br />ID 5926-I-70 <br />5600-I-71 <br />RCP STORM SEWERS <br />SEC. STATION DIAMETER LENGTH CLASS PE—,R. RIP END <br />NO. INCHES LIN. FT. z RAP WALLS <br />PROJECT NHEET <br />NUMBER <br />TOTAL <br />SHEETS <br />70253 (7) 3A <br />3% <br />-- , <br />- - - <br />54+00 L 5 <br />CONCRETE SIDEWALK <br />-42 <br />- -- <br />72_- <br />72 <br />70 <br />40 <br />5 <br />SO. FT. <br />1332 <br />1378 <br />2374 <br />4450 <br />2104 <br />ROY <br />L. <br />R. <br />- <br />-- - - - <br />- - - - — - I - <br />-- <br />- <br />— <br />26 + 74 <br />_ 18 42 <br />—III <br />X <br />L <br />L <br />R <br />R <br />L <br />- <br />100 <br />80 <br />170 <br />80 <br />110 <br />16 +45 - 19+63 <br />16 +40 - 19+60 <br />I <br />—27+ 00 <br />274-6-5 <br />31 + 16 <br />12 42 III <br />1 5 33 31 <br />l 12 32 X <br />X <br />XX <br />— <br />X <br />� <br />R 3.10 <br />31+481 <br />1_ <br />15 ! <br />M <br />X <br />1800 <br />1132 <br />552 <br />— <br />7642 <br />9700 <br />LANDMARK REFERENCE <br />MONUMENTS <br />31---+-55-- 34+28 <br />34 + 70 36 + 08 <br />--- --- — <br />36 +70 55-+ 4 5 <br />_54 <br />STATION N H <br />37 + 30 - 61 +28 <br />-- <br />L <br />---- <br />34+ 50 <br />41_+ 40 <br />' 12 40 <br />12 10 <br />III <br />III <br />-- <br />X <br />- <br />- 41+40 <br />12 10 <br />IIIA <br />1X <br />X, <br />— <br />41+50 24 42, <br />49+90 12 Ip <br />III <br />-- <br />III <br />�X_i <br />— <br />49+ 90 <br />12 1 10 <br />III <br />X <br />-- <br />50 + 0 0 <br />18 ! 4,2 T <br />]I[ <br />X <br />- <br />57+20 -,- <br />18 1 42 <br />M <br />X <br />- <br />57+ 35 <br />12 15 <br />III <br />X <br />57+35 <br />y 12 15- <br />- ---- <br />REINFORCED <br />CONCRETE <br />CULVERT PIPE <br />- - ---- ---- <br />-.-- <br />SEG. <br />STATION <br />N0. <br />- -DIAMETER LENGTH' <br />'. INCHES LIN, FT. <br />END <br />cuss Q. L R <br />ADT. �. '. INLET <br />- - - -- <br />- :I <br />26 + 74 <br />12 <br />--- e <br />- <br />--- - - <br />27 + 00 <br />- 41 + 50 <br />12 <br />24 i <br />1 20 t <br />36 <br />➢[ <br />-- <br />111 <br />X <br />X <br />-- <br />- <br />- - -- - - <br />50 t 00 <br />24 <br />34 <br />- — <br />III <br />- <br />X <br />'I-- <br />� <br />- <br />I <br />-- , <br />- - - <br />54+00 L 5 <br />CONCRETE SIDEWALK <br />-42 <br />- -- <br />72_- <br />72 <br />70 <br />40 <br />5 <br />SO. FT. <br />1332 <br />1378 <br />2374 <br />4450 <br />2104 <br />ADJUSTING MANHOLE <br />STATION NO. <br />16 + 185 <br />19 + 83.1 <br />23 + 05 <br />23 + 45 <br />25 + 82 <br />27 + 30 <br />30 + 40 <br />-31--+ 1 8 <br />32 + 59 <br />34 + 49 <br />COVERS <br />NO. LOC. <br />1 L <br />1 <br />1 <br />I <br />I <br />I <br />1 <br />1 <br />t <br />1 <br />GRATE <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />-- - - - <br />- - - - — - I - <br />-- <br />- <br />60+ 25 R 9 <br />_ STATION TO STATION <br />SIDE <br />SIDE DEPTH <br />44+85 <br />46+00 <br />50+20 <br />52+70 <br />54+00 <br />L <br />L <br />R <br />R <br />L <br />- <br />100 <br />80 <br />170 <br />80 <br />110 <br />16 +45 - 19+63 <br />16 +40 - 19+60 <br />L <br />R <br />- <br />- <br />26+70 1 <br />20 +-04---- 25+77 <br />20 +08 31+08 <br />26 + 21 - 31 +08 <br />31 + 57 35+92 <br />L <br />R <br />L <br />L <br />R <br />R <br />R <br />R 3.10 <br />1800 <br />1132 <br />552 <br />— <br />7642 <br />9700 <br />LANDMARK REFERENCE <br />MONUMENTS <br />31---+-55-- 34+28 <br />34 + 70 36 + 08 <br />--- --- — <br />36 +70 55-+ 4 5 <br />STATION N H <br />37 + 30 - 61 +28 <br />-- <br />L <br />-- , <br />25+V -WAYS <br />- 1 - -- - - <br />28+71 <br />- - <br />29+29 <br />29+62 <br />33+00 <br />-L <br />L <br />L <br />L <br />L <br />-42 <br />- -- <br />72_- <br />72 <br />70 <br />40 <br />46 + 34 <br />48-+- 66 <br />- - - <br />50 + 35 <br />- --- <br />52 + 30 <br />54 + 62 <br />55 +-65--- <br />I R <br />I R <br />- - <br />1 R <br />I R <br />1 R <br />1 R <br />- <br />-- <br />-_ <br />- <br />- - -- - -- -- -- <br />IF <br />-- -- --- <br />- - -- -- -- - - — - <br />-- - ---- - - - -_ � - - - <br />-- - <br />_ <br />IDA + 00 3 <br />- <br />GATCH BASINS TYPE 5 H <br />STATION N0. N0. <br />SIDE DEPTH <br />44+85 <br />46+00 <br />50+20 <br />52+70 <br />54+00 <br />L <br />L <br />R <br />R <br />L <br />- <br />100 <br />80 <br />170 <br />80 <br />110 <br />---- <br />31 + 48 <br />34 + 60 <br />1 R <br />1 R <br />- <br />- <br />26+70 1 <br />R 4.6 <br />57+ 20 1 <br />R 3.10 <br />
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