|
DETAIL SUMMARY
<br />SHEET OF MISCELLANEOUS QUANTITIES
<br />017-2(64
<br />3�
<br />CLEARING & GRUBBING
<br />REMOVING GUARDRAIL
<br />CONCRETE BASE COURSE,
<br />6" I
<br />STRUCTURE APPROACH SLAB
<br />CONCRETE CURB 8
<br />�
<br />GUTTER
<br />30"
<br />STEEL PLATE BEAM GUARD
<br />SODDING
<br />SEC.
<br />STATIONS
<br />STATION TO STATION CLEAR- RUB
<br />SEC.
<br />NO.
<br />STATION TO STATION LIN. FT.
<br />SEG LOCATION SQ. TO.
<br />NO.
<br />SEC.
<br />E STATION TO STATION STRUCTURE SO.Y
<br />SEG
<br />NO STATION TO STATION
<br />LOC.
<br />TYPE"A
<br />LIN. FT.
<br />TYPE'b
<br />SEC. .;SEC.
<br />NO LOCATION LIN. FT. ,:
<br />NO STATION
<br />LOCATION SQ. TO.
<br />ING
<br />ING
<br />_
<br />_-------
<br />IU
<br />26+00-27'+00 I
<br />1
<br />IU
<br />10"W"+20 - 13"W"+20 300
<br />IU 8"WI"+50-12"WI"+50 RT
<br />320
<br />IU
<br />9"WI"+05-9"WI"+16 STARKWEATH 58
<br />IU E. SIDE CONN.
<br />IU B-13-205
<br />IU 27+50-28+00
<br />RT DITCH 50
<br />25"W2"+00 -27"W2"+00 2
<br />2
<br />21"W"+30 -32"W"+80 1,150
<br />8"W2"+80 -9"W2"+15 RT
<br />40
<br />9"W2"+16-9"W2"+27STARKWEATHE 63
<br />27+50-42+00
<br />LT 1,4,50
<br />21"WI"+40 MED.
<br />15.5 ,I
<br />14"WI"+15
<br />LT INLET 15
<br />10"E"+00 -14"E"+00 4
<br />4
<br />3 +10 ( Ill RT
<br />5
<br />21"WI"+41.5-21"WI"+62 B-13-205 86
<br />27"A"+50-42+45
<br />RT 1,432
<br />20"WI"+78-21"WI"+43 LT
<br />65.5
<br />17"WI"+00
<br />RT INLET 15
<br />18"E"+00 -19"E"+00 I
<br />I
<br />3"WI"+21-23"WI"+45 B-13-205 89
<br />32"A"+63 -39"A"+20 LT
<br />638
<br />B-13-204
<br />21"W2"+50
<br />RT FLUME 20
<br />it"F"+00-12"F"+00 1
<br />I
<br />21"W2"+42.5 21"W� 8-13-204 83
<br />39"A"+20-41+15
<br />LT
<br />131
<br />23"W2"+41 -24"W2"+06 RT
<br />65.5 l
<br />23"WI"+40
<br />LT INLET 15 11
<br />0+00-1+00(DARBO) 1
<br />I
<br />ABANDONING MANHOLES
<br />SIT. MATERIAL FOR PRIME COAT
<br />3"W2"+225 -23"W2"+4 B-13-204 97
<br />E. WASH. AVE.
<br />23"W2"+40 MED.
<br />15.5
<br />15"B"+00
<br />LT FLUME 15
<br />a"M"+oo-5"Ill I
<br />1
<br />CATCH BASINS a INLETS
<br />21.1
<br />55+92.5-56+13.0 8-13-206 55
<br />8"W1"+80-14"WI"+0
<br />LT
<br />522
<br />12"D"+30
<br />RT INLET 15
<br />"
<br />B M"t00-9"M"+00 I
<br />I
<br />SEC.
<br />SEC.
<br />57+57.0-57+77.5 B-13-206 55
<br />8"WI"+60-11"WI"+
<br />RT
<br />278
<br />12"D"+55
<br />LT FLUME 15
<br />'
<br />12"M"+00 -13"M"+00 1
<br />1
<br />No.
<br />LOCATION M.N. C.B. INL.
<br />STATION TO STATION
<br />No.
<br />GAL.
<br />55+92.5-56+13.0 8-13-211 55
<br />II"WI"+00-II"WI1+
<br />RT
<br />45
<br />2U 48+00 -50+53 RT. FR. RD.
<br />253
<br />13"D"+80
<br />LT FLUME 15
<br />IU
<br />32+70 LT. BRT 2 IIU
<br />2+40-3+55 (MARO.)
<br />90
<br />57+57.0-57+77.5 B-13-211 55
<br />11 "Wl" + 70 - 14 "W'" +161
<br />RT
<br />252
<br />1 B-13-211
<br />10"E"+30-IOT4,5C
<br />RT DITCH 20
<br />2U
<br />44+00-46+00 2
<br />2
<br />9"W"+75 LT I
<br />0+80 - I +60 (DARBO)
<br />150
<br />9"W2"+4o-14"W2"+4
<br />LT
<br />322
<br />55+38-56+03 - LT.
<br />65.5
<br />11"F"+80 -12"F+8
<br />RT DITCH 130
<br />47+00-48+00 1
<br />1
<br />10"W"+10 I. I
<br />7"G"+00 -22"G"+00 1,170
<br />I
<br />8"W2"+82-14"W2"+OO
<br />RT
<br />520
<br />155+63-56+03 RT.
<br />405
<br />II"F"+80
<br />LT C. P. 20
<br />49+00-54+00 5
<br />5
<br />13"W"+95 I
<br />I"M"+00 - I3"M"+00
<br />1,070
<br />I3"W2"+80-I6"W2"+05 LT
<br />235
<br />56+03 MED.
<br />15.5
<br />13"F"+00
<br />LT FLUME 30
<br />57+00-62+00 5
<br />5
<br />I8"W"+ 55 LT I
<br />3"C"+10 :: 5"C" + 00 a CULDESAC
<br />250
<br />8"W2"+15 -31"W2'+50
<br />LT
<br />332
<br />B - 13 -206
<br />16"F"+00
<br />LT INLET 15
<br />O"K"+00-5"K"+00 5
<br />5
<br />19"W"+35 LT I
<br />CONCRETE PAVEMENT 911
<br />RAMPS
<br />57"A°t67 MEO
<br />15.5
<br />UNDISTRIBUTED
<br />100
<br />6"P"+00 -7"P"+00 1
<br />I
<br />21"W"+20 C I
<br />10"B"+00 -19"B"+00
<br />RT
<br />57"A"+67 -58"A' +07 LT.
<br />40.5
<br />26+30
<br />LT FLUMES 20 11
<br />II"E°+10 RT 1
<br />2U 52'G'+40 -53"G"+22
<br />t '�
<br />68
<br />sec.
<br />15"B"+00 -16"B"+60
<br />LT
<br />.90C
<br />160
<br />' , 1 '
<br />57'A'+67 -57'A'+32 RT.
<br />65.5 �
<br />II"F"+l0 RT I
<br />60"G'+50 -61"G"+00
<br />55
<br />NO
<br />STATION TO STATION LOCATION SQ. YD.
<br />10"D"+00-21"WI'+50
<br />RT
<br />72
<br />12U 50+00
<br />LT MED.C.P. 20
<br />REMOVING PAVEMENT
<br />15"F"+60 RT I
<br />0"J"+00 -0"J"+95
<br />74
<br />IU
<br />26+00-44+00 E.B. 4,925
<br />10"E"+00 -27"A"+60
<br />RT
<br />896
<br />67"A"+05 -69°A"+08 LT.
<br />203
<br />56+10
<br />LT FLUME 50
<br />SEC.
<br />16"F"+70 LT I
<br />0"K"+20 - 8"K"+30
<br />603
<br />26"A"+00-44+00 W.B. 4,54
<br />12"E"+60- 15"E"+75
<br />LT
<br />286
<br />56+10
<br />RT FLUME 50
<br />N0.
<br />LOCATION
<br />SQ. YO.
<br />0+15 (DARBO) rL I
<br />I"P"+70 - 3"P"+18
<br />173
<br />9"WI"+16-31"WI"+50 N. B. 300
<br />10"F"+00 -19"F"+15
<br />RT
<br />915
<br />i'
<br />57+60
<br />LT FLUME 50
<br />IU
<br />S.T.H. 30
<br />0+20(DARBO) RT 1
<br />6"P"+65- 7"P"+40
<br />77
<br />'W2'+ 27 - 31"Wf+5C S.B. 350
<br />13"F"+15 -15"F'+50
<br />LT
<br />26
<br />STRAW MULCH
<br />57+60
<br />RT FLUME 50
<br />35"C"+15-44+00
<br />2244
<br />1+15 (DARBO) RT I
<br />SIDE STREETS
<br />190
<br />10"B"+00 -20"B"+60 "B"RAM P 724
<br />STREETS a FR, RD
<br />63+00
<br />LT INLET 30
<br />E. B. CONNECTION
<br />2622
<br />1 +30 (DARBO) LT I
<br />10"D"+00-21"WI"+42 D RAMP 9 1,323
<br />2 + 40 -STRUCTURE
<br />MARQ
<br />66
<br />SEC. STATION TO STATION LOC.
<br />SO. YD.
<br />63"G"+00
<br />LT INLET 15
<br />N. B. CONNECTION
<br />513
<br />I
<br />BITUMINOUS CONCRETE PAV T
<br />E RAMP
<br />10"E"+00 -26"A"+35 1,773
<br />STRUCTURE -3+55
<br />MARO.
<br />72
<br />No'
<br />3"H"+00
<br />RT INLET 15
<br />X -OVER 43+80
<br />39
<br />3"M"+50 RT I
<br />10"F"+00-I8"F"+95 FTAP RAMP B 103
<br />STRUCT.-0"GG'+60
<br />GALL
<br />80
<br />IU 29+00 -32+00 RT
<br />870
<br />2"J"+00 -3"J"+0
<br />LT SHLD. 100
<br />E. WASH.
<br />IT.
<br />sec. cQ
<br />BIT. MAT
<br />6"G"+80-II"G°+42
<br />LT
<br />490
<br />34"A"+80 -38"A"+00 LT
<br />1,460
<br />7"L"+75
<br />RT FLUME 10
<br />9"Wf"+05-31"WI"+50
<br />5813
<br />LOCATION pqV T
<br />NO TONS
<br />SURF.
<br />CRSE.
<br />6"G"+27 -13"G"+58
<br />RT
<br />740
<br />20"W2"+00 -21"W2"+80 LT
<br />':
<br />800
<br />UNDISTRIBUTED
<br />100
<br />9"W2"+20 -31"W2'+50
<br />5373
<br />ABANDONING WELLS
<br />IU 28+00-44+00 E.B. SHLD 203
<br />11.2
<br />II"G"+70-22"G"+00
<br />LT
<br />1,040
<br />23"W2"+00 -23"W2"+3 LT
<br />130
<br />X -OVER 13"W"+65
<br />280
<br />sec.
<br />26+30-44 +OOW.B.SHLD. 114
<br />6.3
<br />2U
<br />44+00-66+00 E.B. 5,384
<br />13"G"+88 -22"G"+00
<br />RT
<br />815
<br />II"D"+65-12"D"+00 RT
<br />160
<br />X -OVER 20"W"+VO
<br />976
<br />NU•
<br />STATION LOCATION No.
<br />8"WI"+80-12"WI"+50 RT 73
<br />4.0
<br />44+00-65 +00 W.B. 5,113
<br />1"M"+00 - 5"fill
<br />LR
<br />936
<br />13"E"+50 - 14"E"+80 RT
<br />580
<br />MARO. 2+40-3+55
<br />170
<br />IU
<br />22"W2"+90 LT BASEMENT I
<br />14"WI"+00-32'VJI"+SpsHLD. 253
<br />13.9
<br />0"H"+00 -4"H"+04 °HTAPFR RAMP a 951
<br />5"M"+85 -13°M"+20
<br />LR s
<br />1,524
<br />12"E"+60 - 15"E"+75 ME
<br />530
<br />2U
<br />S.T.H. 30
<br />4"W2"+00-32"W2"+50SHLO.220
<br />12.2
<br />O"J"+00-3"J"tl4 RAMP 1JAPFR,110
<br />3"C"+10 -3"C"+83
<br />LTa
<br />RT
<br />146
<br />17"G"+50 -21°G"+50 ME
<br />670 11
<br />EXCAVATION
<br />E B. CONNECTION
<br />868
<br />GRAVEL OR CR. ST. BASE COORS
<br />"B","D","E",&°F"RAMPsHLD. 173
<br />9.5
<br />O L"+00 -8"L"+00 LTAPPA RAMP a 1,630
<br />44+00 - 52+80
<br />2 153
<br />i'
<br />2 + 40 - 3 +55(MARl 57
<br />3.1
<br />N RAMP B
<br />0"N"+20- 4"N"+OI 931
<br />C.Y. (ABSOLUTE)
<br />STATION TO STATION
<br />56+10-57+60
<br />367
<br />sEc
<br />roNs roNs
<br />0+80 - I +60(0AR60) 99
<br />5.4
<br />53"G"+22 -60"G"+ FR.RDa RAD112,42
<br />2U RAMPS
<br />2U 47 +00 -51+50
<br />1,550
<br />q '
<br />UNCLASSIFIED
<br />FILL
<br />61+80-65+00
<br />782
<br />NO.
<br />LOCATION BASE SHLD.
<br />7"G"+00 - 22"G"+00 770
<br />42.4
<br />0"I"+95 - 5"I"+17 FR. RD 8RADII 1,362
<br />2"H°+10 -4"H"+20
<br />LT
<br />244
<br />53 +00 -56+ 10
<br />rRT
<br />1,170
<br />26 t 00 - 33+00
<br />9,726
<br />4,253
<br />IU
<br />26+00-44+00 E.B. 2_50 600
<br />1"M"+00 -13"M"+00 703
<br />38.7
<br />3"P"+18 -6"P"+65 FAIR OAKS 1,770
<br />3"H"+25 -3"H"+92
<br />RT
<br />80
<br />57+30-61+50
<br />1200
<br />p33+00-35+00
<br />13,686
<br />0
<br />26"A"+00-44+OOW.B. ,120 370
<br />3"C"+10 -5'b"+00 117
<br />6.4
<br />1"J"+50 -3"J"+00
<br />RT
<br />168
<br />54"A"+50 -56"A"+40
<br />620
<br />1!35+00-40+00
<br />21,689
<br />0
<br />0 I
<br />00960
<br />70
<br />1 ,400
<br />0
<br />REMOVING CURB 81 GUTTER
<br />9"W2"+15-31"W2"+5OS.B.75
<br />8"W"+40 9"WD+IORESURF. 50
<br />2.ESAC
<br />7E
<br />N
<br />0'.N"+04 -2"N"+80
<br />LT
<br />290
<br />64"A"+00 -69'A+00 LT
<br />2,000
<br />0+00- 69+00 W.B. 19 00
<br />23,516
<br />SEC.
<br />12"B"+20-40+00 "B" 1,900 40
<br />,DRIVEWAYS 30
<br />1.6
<br />CONCRETE SIDEWALK 7
<br />O"N"+30-I"N"+00
<br />RT
<br />78
<br />3"K"+50 -7"K'+50 RT
<br />710
<br />"WI"+00-21"WI"+60
<br />2,042
<br />1,819
<br />NO.
<br />LOCATION
<br />LIN. Fr.
<br />I I "D"+95 - 16"D" +00 "D" 720 IID
<br />TEMPORARY CONN. 1068
<br />56.6
<br />SEC.
<br />$Q. FT.
<br />FRONTAGE ROADS
<br />"W2"+00 -21"W2"+60 1,700
<br />5,700
<br />IU
<br />8"W"+40 -9"W"+20 RT.
<br />105
<br />"
<br />11,150 170
<br />NO.
<br />LoLOCATIONoN0"E"+90-17"E"+65"E" PART. NON-
<br />52"G"+72 -53"G"+23
<br />LT
<br />51
<br />3"WI"+20-32"WI"+00 632
<br />1,750
<br />8"W"+75 -9"W"+10 MEQ
<br />70
<br />11"F"+30-17"F"+15"F" 1,030 1801
<br />IU
<br />I"W2"+33-11"W2"+55 LT 120.
<br />53"G"+23 -53"G"+48
<br />RT
<br />40
<br />3"W2"+20 -32"W2"+00 700
<br />2,900
<br />9"W"+35 -9"W"+75 LT.
<br />40
<br />2+40 -3+55 Ill 250
<br />53"G"+70 -56"G"+55
<br />LT
<br />305
<br />MARKER POSTS
<br />i 10"B"+00 -21"B"+00
<br />7,094
<br />132
<br />17%"+00 -17"G" +30 RT.
<br />30
<br />0 + 80 - 1 + 60 DARBO 460
<br />2U 44 +00 - 66+00 E.B.SHLD. 358
<br />1 19.7
<br />53"G"+80 -56"G"+68
<br />RT
<br />316
<br />_
<br />10"D"+95 - 16"D"+38
<br />AND 12,865
<br />138
<br />I7"G"+65-17"G"+80 RT.
<br />25
<br />1
<br />l7"r3"+20-22"G"+OOFR.RD3,OsO
<br />44+00-69+OOW.9.SHLD 361
<br />19.8
<br />12U
<br />2"P"+95 -3"P"+15 LT 110
<br />57"G"+14 -60"G"+03
<br />LT
<br />304
<br />SEC_ STATION Loc.
<br />NuueeR,
<br />10"E"+08 -18"E"+30
<br />3,649
<br />1,807
<br />20"G"+80 -20"G"+90 RT
<br />15
<br />3"C"+10-5"C"+OOCOMM. 400
<br />11 ..". ,,"L",&"N"RAMPsHLD. 148
<br />8.1
<br />57"G"+10 -59"G"+94 RT
<br />310
<br />N0.
<br />10"F"+00 -18"F"+30 AND 21,030
<br />2,417
<br />21"G"+20 -21"G"+35 RT.
<br />15
<br />7"C"+35 COMM. 290
<br />52"13"+40-53"13"+22 45
<br />2.5
<br />60"13"+24-60"13"+50
<br />RT
<br />40
<br />IU 32+45 LT
<br />2
<br />1,1 6"G"+50 -22"G"+78
<br />3,724
<br />800
<br />0"Il-13"M"+OOMCCOR.2,950
<br />60"G"+50-61"G"+O0 37
<br />2.0
<br />R
<br />CONCRETE SIDEWALK 5
<br />60"G"+50 -61"G"+00
<br />LT
<br />50
<br />42+70 LTBRT
<br />2
<br />"O"K"+25-8"K"+30
<br />1,877
<br />88
<br />DRIVEWAYS & SIDE ST. 370
<br />0"1"+20-0"1"+95 49
<br />2.7
<br />0"1"+00-0"1"+95
<br />LT
<br />95
<br />12"E'+00 RT
<br />I
<br />0"M"+80 -6"M"+00
<br />568
<br />434
<br />2U
<br />6"P"+40 -7"P"+25 LT. 8 RT.
<br />170
<br />TEMPORARY CONN. 960
<br />O"K"+20 - 8"K' +30 392
<br />21.4
<br />SEC.LOCATION
<br />SQ. FT,
<br />p"1"+95 -5"I"+20
<br />LT
<br />I 4
<br />I I"F"+80 LT 8RT
<br />2
<br />6"Ill 13"Il
<br />465
<br />4,141
<br />1"P"+70-3'P"+I8 114
<br />1 6.3
<br />N0,
<br />PASNOWI"t"+90-5"1"+15
<br />RT
<br />340
<br />16"F"+00 RT
<br />I
<br />I"P"+70-7"P"+50
<br />983
<br />0
<br />2U
<br />44+00-66+00 E.B. 6501,280;
<br />6"P"+65 -7"P"+40 51
<br />2.8
<br />JIU
<br />8"WI"+50 RT 35
<br />0"K"+47 -3'l40
<br />LT
<br />350
<br />12"Ill LT a RT
<br />2
<br />UNDERCUT
<br />6,500
<br />-
<br />44+00-69+00 W.B. 4,8001,400
<br />SIDE STREETS 125
<br />6.9
<br />8"WI"+84-9"WI"+10 LT 135
<br />0"K"+56 -7"K"+50
<br />694
<br />3"C"+10 -3"C"+83
<br />70
<br />105
<br />REMOV.tNG CONCRETE SIDEWALK
<br />5 G"+40-61"G"+00FR.R 1,810
<br />9"W2"+ 40 -13'W1+4OLT 1,980
<br />FAIR OAKS AVE.
<br />SEC,
<br />2"H"+00 -4"H"+00 "H" 300 110
<br />15"B"+35 -16"B"+10 LT 592
<br />1"P"+70 -2"P"+30
<br />74
<br />2U 50+00 MEO.al
<br />2
<br />LOCATION
<br />SO. YD.
<br />O"I"+00-.5"I"+15 FR. RD 1,140
<br />3+48-STRUCT. MARQ. 320
<br />I"P"+70-3"P"+I8
<br />JR
<br />148
<br />IU
<br />9"W"+45 -30"W"+10 LT.
<br />920
<br />2"J"+60 -2"J"+95 "J" 100
<br />0+96-1+30 DARBO 108
<br />2"P"+60 -3"P"+18
<br />73
<br />8"W"+50 RT
<br />4
<br />0"K"+25 -8"K"+30 FR. 1,730 20
<br />9"G"+05 LT 40
<br />3"P"+I8-3"P"+50
<br />LANDMARK REF. MONUMENT
<br />YARDAGE BREAKDOWN BETWEEN LANES
<br />9"W"+oo RT.
<br />6
<br />2"1_"+60-8"L"+O0 "L" 900 270'
<br />3"P"+68 -5"P"+78
<br />LT
<br />222
<br />Is APPROXIMATE
<br />DRIVEWAYS 9 SLABS
<br />1490
<br />0"N"+25 - 2"N"+50 "N" 350 110
<br />4"P"+10 - 5"P"+78
<br />RT
<br />168
<br />SEC. LOCATION
<br />NUMBER
<br />I"P"+70-7"P"+40 0 2,00
<br />OAKS
<br />2U
<br />I"P"+65-6"P"+65 LT 2,300
<br />6"P"+65 -7"P"+25
<br />LRS'
<br />120
<br />No.
<br />2U
<br />5"P"+00 -6"P"+00 LT.
<br />45
<br />DRIVEWAYS a SIDE ST. 760
<br />_
<br />I
<br />14"P"+18- 5"P"+66 MED. 1,050
<br />4"P"+15 -5"P"+68
<br />MED. 170
<br />IU 43+86.65 LT
<br />2
<br />6"P"+40 -6"P"+65 LT.
<br />15
<br />4"P"+43.5 -5"P"+425 RT 990113"W
<br />"* 40 RT
<br />1
<br />°.83"G"+40 RT.
<br />30
<br />153"G"+40 20
<br />13"W"+80 RT
<br />I
<br />
|