|
DETAIL SUMMARY SHEET OF MISCELLANEOUS .QUANTITIES
<br />GRADING, QRAINING aI STRUCTURE
<br />CLEARING
<br />;STATION TO STATION
<br />GRUBBING
<br />LIN.
<br />I SALVAGED TOP
<br />SOIL
<br />I MARKER
<br />P{3ST
<br />FOR R/W
<br />i
<br />L. -R.
<br />! FT.
<br />I
<br />L. -R.
<br />fso.,YD'S.
<br />SIDE
<br />S0.
<br />1399+00 - 399+17
<br />SIDE
<br />I 24282
<br />+ 50
<br />SIDE
<br />STATION TO STATION
<br />STA,
<br />STATION TO STATION
<br />STA.
<br />'STATION TO STATION
<br />108
<br />I 262+66
<br />STATION
<br />20
<br />N0.
<br />STAT ION
<br />I
<br />2
<br />I
<br />i 283+15
<br />R.
<br />23
<br />i
<br />4
<br />2
<br />565+00
<br />I
<br />283+31
<br />L.
<br />265,00 -267+00
<br />2
<br />265+00 - 267+DO
<br />2
<br />25d+00 - 2fi5+00
<br />LB R.
<br />6721
<br />� 249 +98
<br />R,
<br />1
<br />457+40
<br />L, '
<br />i
<br />268+00-273+00
<br />5
<br />268 -OC -2.73-00
<br />5
<br />269+00-272+00
<br />L.8 R.
<br />1010
<br />259+50
<br />R.
<br />1
<br />459+00
<br />R.
<br />I'L'+00 - 3'L'e-00
<br />2
<br />1'L,00 - 3"L 00
<br />2
<br />995+00-300+00
<br />L.3 R.
<br />2963
<br />266+•92.5
<br />L.9 R.
<br />3
<br />462
<br />1.5'x 2' 21.
<br />x 6
<br />1'x 2'x 23'
<br />1 308+00-310+00
<br />2
<br />30e+00-317,00
<br />2
<br />311+00-314+50
<br />L.
<br />1103
<br />271+00
<br />L.BR.
<br />2
<br />466+85
<br />L.9 R.
<br />311+00-321+00
<br />10
<br />311+00-321+00
<br />10
<br />315+45-325+00
<br />L.B R,
<br />3288
<br />273+00
<br />L.
<br />1
<br />474+•00
<br />L.13R.
<br />328+00-332+00
<br />4
<br />328+00-332+00
<br />4
<br />325+00-326«00
<br />L.
<br />367
<br />1'276+62
<br />L. '�
<br />I
<br />480+40
<br />1L.SR.
<br />338+00-3461-00
<br />8
<br />38+00-346,00
<br />8
<br />337+00-348,00
<br />L.8 R_
<br />14095
<br />1i 282+92
<br />L.9R-
<br />3
<br />469+00
<br />L,eR.
<br />347+00-- 34P? -OD
<br />1
<br />3 47+00-549+00
<br />1
<br />373+23.4-378+00
<br />L 6 R.
<br />219
<br />293+ 48.9
<br />L.& R.
<br />4
<br />493+54.4
<br />L-8 R.
<br />350+00- 352+00
<br />2
<br />350+00-352+00
<br />2
<br />375,00 - 377 1- 00
<br />R.
<br />1
<br />133
<br />297«50
<br />L.B.R.
<br />2
<br />500+00
<br />L.81 R.
<br />353+00= 354-00
<br />1
<br />353x00-354+00
<br />I
<br />390x00-397+94
<br />L.6 R.
<br />9250
<br />1300+00
<br />L.BR.
<br />4
<br />502+18
<br />R.
<br />357+00- 359:00
<br />2
<br />357+00 - 359 +00
<br />2
<br />443,55 -446,00
<br />L6 -R.
<br />348
<br />313+75
<br />L
<br />1
<br />507+06.1
<br />L.8 R.
<br />360+00-373+00
<br />13
<br />3E0+00 -373x00
<br />1 3
<br />•454+57-455+00
<br />R
<br />12
<br />' 316+00
<br />1L.5R.1
<br />2
<br />5R3+67
<br />L.
<br />OW -CO -WIN -00
<br />8
<br />D*N'+-00- B'N'+00
<br />8
<br />457,00-465+00
<br />L.B-R.
<br />979
<br />317+14
<br />i L. I
<br />1
<br />514+-00
<br />R.
<br />389-00-391+00
<br />2
<br />389+00-391+00
<br />2
<br />468+00-477+00
<br />R.
<br />1458
<br />319+88.5
<br />L.BR.!
<br />2
<br />518x89
<br />L.
<br />392+00-394.00
<br />2
<br />3 92+00- 394 +00
<br />2
<br />484+00 -491+00
<br />L.9 R.
<br />12067
<br />324+00
<br />R.
<br />2
<br />519+56
<br />R.
<br />397+00-392+00
<br />1
<br />397+00-398+00
<br />I
<br />500+00509+00
<br />L.9 R.
<br />,2219
<br />331+23
<br />R.
<br />2
<br />520+25
<br />L .
<br />-;399 4' 00 - 400-00
<br />1
<br />3 99+ 00 - 400 1-00
<br />I
<br />513+00 - 516+00
<br />L9 R.
<br />474
<br />334+34.4
<br />LB R. ,
<br />3
<br />522+96
<br />R.
<br />429+00-431+00
<br />2
<br />413+00 --415+00
<br />2
<br />1519+55 -533+00
<br />L.8 R.
<br />2549
<br />$39+00
<br />L.R3 R.
<br />3
<br />526+78
<br />L.
<br />437x00-439+00
<br />2
<br />429+00 -432+00
<br />3
<br />536+00 -539+00
<br />L.
<br />244
<br />346+61.1
<br />L.S.R.
<br />3
<br />527+00
<br />R.
<br />440,00-44j.00
<br />1
<br />4 37+00- 441+00
<br />4
<br />1539+00 -545+00
<br />L.8 R.
<br />12:1.4 '
<br />349+00
<br />L.
<br />2
<br />531+77.7
<br />L.BR.
<br />4412-00-444x00
<br />2
<br />442+00-445+00
<br />3
<br />1 OM+60-2'M'+50
<br />LBR.
<br />470
<br />353+55
<br />R-
<br />2
<br />538+00
<br />L.8 R.
<br />447+00-451+00
<br />4
<br />447,00-451+00
<br />4
<br />14N+31 - 5'N+00
<br />L.
<br />68
<br />1 359+92.8
<br />L.6 R.
<br />2
<br />542+87
<br />L-
<br />4_93+00 - 454-00453+00-454,00
<br />1
<br />1
<br />I
<br />INLET TYPE "IP
<br />I
<br />i 0'R'+33 - O'R'+80
<br />L.
<br />34
<br />371+40.0
<br />L.
<br />2
<br />543410
<br />R.
<br />-.2'S'+00-3'S'+00
<br />I
<br />2'S'+04 -3'S'+00
<br />I
<br />Q'S"+00-_3'S'+00
<br />L.
<br />168
<br />X371#--57.3
<br />R.
<br />2
<br />2'L"«82
<br />R.
<br />455+00-456+00
<br />1
<br />455+00-467+00
<br />12
<br />8'S-+00-IO'S'+00
<br />L.
<br />133
<br />372+54
<br />L.
<br />I
<br />S'L+00
<br />L.5 R.
<br />457+00-466+00 I
<br />9
<br />482+00-483+00
<br />I
<br />O'T'+15 - 2'T'4-00
<br />L.
<br />127
<br />I 372+58
<br />R.
<br />I
<br />2'M' + 34
<br />L.
<br />1
<br />486+00-487+00
<br />1
<br />OV50-2'U'+00
<br />R.
<br />98
<br />374+25
<br />L.BfR.
<br />2
<br />4'M+00
<br />L.BR.
<br />1="482+00-463+00
<br />486+00-487+00
<br />1
<br />500+00 -503+00
<br />3
<br />I'
<br />374+77
<br />L.
<br />I
<br />0'N'+00
<br />L.BR_
<br />500+-00- 503+00
<br />3
<br />0'T'+00 - 2T'+00
<br />2
<br />SOD DRAINS
<br />4 430+41.6 L. {
<br />11 SAND 8 GRAVEL
<br />375+29
<br />R.
<br />I'
<br />2'N +CO
<br />L.
<br />0"T'+00- 2`T'+00
<br />2
<br />523+00--524+00 I
<br />1
<br />282+50
<br />R,
<br />24
<br />386,50
<br />R.
<br />2
<br />3'N'+30
<br />R.
<br />1
<br />523+.00.524,00
<br />1
<br />530+00-533+00 1
<br />3
<br />282+66
<br />i
<br />L.
<br />20
<br />389+00
<br />R.
<br />I
<br />4'N-+60
<br />R.
<br />3.31+00-533+00
<br />2
<br />543+00-544+00
<br />I
<br />283+i5
<br />R.
<br />23
<br />389+59
<br />L,
<br />2
<br />7'N'+•12
<br />L.
<br />1 ' 542+00-543+00
<br />t
<br />i
<br />283+31
<br />L.
<br />22
<br />390+59
<br />L,
<br />2
<br />8'N'+00
<br />R.
<br />I
<br />1,260+00-266+00.
<br />743
<br />391+00
<br />I L.
<br />2
<br />0'S'+00
<br />L.5 R.
<br />1
<br />FT
<br />INTE,STATION
<br />394+00
<br />R.
<br />R
<br />I.8+18.8
<br />L.B R.
<br />ROADSIDE CLEARING
<br />EMBxrIxMENT
<br />EMBN PC M E104
<br />391,00--397+00
<br />L.
<br />1100
<br />397+28.4
<br />L.
<br />2
<br />3'S'+98
<br />R.
<br />398+78.9
<br />j R,
<br />I
<br />4'S'+1
<br />L.
<br />TO STATION[
<br />STA.
<br />399+789
<br />L.BR.
<br />4
<br />4'S+97
<br />L.
<br />ISTORM SEWER PIPE 12°
<br />;;ONTRACT NO.1
<br />SODDING
<br />BACK SLOPE'
<br />i
<br />No
<br />;STATION TO STATION
<br />SIDE
<br />LIN.
<br />STATION
<br />SIOE
<br />DRAINS
<br />FLUMES
<br />24
<br />i
<br />L. -R.
<br />! FT.
<br />I
<br />L. -R.
<br />fso.,YD'S.
<br />so.YD'S.
<br />2
<br />1399+00 - 399+17
<br />R.
<br />I 24282
<br />+ 50
<br />R.
<br />24
<br />78
<br />2
<br />i 429+49.3-430,41.6
<br />L.
<br />108
<br />I 262+66
<br />L.
<br />20
<br />Lpn$s
<br />2
<br />I7
<br />2
<br />I
<br />i 283+15
<br />R.
<br />23
<br />i
<br />4
<br />2
<br />565+00
<br />I
<br />283+31
<br />L.
<br />22
<br />6
<br />211
<br />3 1 1 STATION
<br />SIZE
<br />R.
<br />1, 391+00
<br />L.
<br />48
<br />97
<br />"'
<br />STORM SEWER PIPE
<br />2
<br />18
<br />2
<br />1
<br />2
<br />I
<br />3
<br />50'
<br />397+00
<br />L.
<br />I
<br />143
<br />2
<br />STATION TO STATION
<br />SIDE
<br />i
<br />LIN.
<br />'
<br />GUTTER TYPE 'C-
<br />36"
<br />3 34+52.6
<br />I 350+01
<br />W.,
<br />S 0249t21 3 A 13C.,
<br />P I P E C U L V S
<br />SI•fiO.,
<br />-1-...l.
<br />i,v ..
<br />..e,
<br />�
<br />pPa
<br />-f �.
<br />267+ 16
<br />24
<br />69
<br />C. P.
<br />G.P.
<br />4
<br />2
<br />0'M,+60
<br />24
<br />4S-
<br />G.P
<br />5R.
<br />4
<br />2
<br />335+00
<br />30
<br />78
<br />C.P
<br />66
<br />5
<br />2
<br />346+61.
<br />70"m 4B
<br />54
<br />Lpn$s
<br />i
<br />I7
<br />2
<br />355+20
<br />24
<br />!6
<br />C.P.
<br />✓
<br />4
<br />2
<br />565+00
<br />24
<br />112
<br />O.P
<br />r
<br />6
<br />2
<br />4
<br />F[NISHING ROADWAY
<br />L. -R.
<br />FT.
<br />it
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />L.
<br />R.
<br />L.
<br />2
<br />j 1
<br />1
<br />I
<br />I
<br />2
<br />2
<br />I
<br />I
<br />1
<br />4
<br />I
<br />5N'+21.5
<br />24
<br />44
<br />G.P.
<br />SR.
<br />4
<br />4
<br />STATION TO STATION
<br />250+00- 275+00
<br />275+50.0
<br />275+00- 314+00
<br />314+80.0
<br />314+00- 373+00
<br />373+23.4
<br />373+OD- 400+50
<br />411+-775-414+00.
<br />414+ 67.7
<br />414+00 - 416+77.1
<br />3
<br />1437+50-437+11
<br />4 i
<br />65
<br />1 REMOVAL OF
<br />CULVERTS
<br />S0.
<br />FT'
<br />373+63
<br />24
<br />66
<br />G.P,
<br />2 429+14.3TO 430+463 L I 1.3
<br />5 430+46.3 TO 431 +783 I L i 2.5
<br />4
<br />2
<br />72,0
<br />OLD
<br />2
<br />1 O'R'+33 - I'R'+00
<br />L.
<br />67
<br />(NOT
<br />A BID
<br />ITEM1
<br />_
<br />24.0
<br />32.0
<br />19_720
<br />386+32.1
<br />30
<br />72
<br />C.P.
<br />r
<br />5
<br />2
<br />NCE
<br />RE 'FE
<br />3 1 1 STATION
<br />SIZE
<br />R.
<br />389+00
<br />7C'r48'
<br />48
<br />CF�Ag55E
<br />14
<br />"'
<br />50'
<br />2
<br />1440+90
<br />'4-42+40 R. 6 1
<br />2
<br />1
<br />494+50-495+50 R,
<br />SR.-G,L,
<br />3
<br />50'
<br />399,00
<br />30
<br />52
<br />O.P
<br />5
<br />2
<br />1CONC.
<br />1
<br />GUTTER TYPE 'C-
<br />36"
<br />3 34+52.6
<br />I 350+01
<br />C.L.
<br />C. L.
<br />1.5'x 2' 21.
<br />x 6
<br />1'x 2'x 23'
<br />1 zj
<br />` (� � -
<br />372+92
<br />416+74.5
<br />24"
<br />24
<br />66
<br />44
<br />C. P,
<br />C.P
<br />✓
<br />4
<br />4
<br />2
<br />2
<br />1
<br />STATION
<br />SIDE
<br />LIN.
<br />355+20
<br />C.L.
<br />41' x 2' x 22'
<br />7j
<br />419+09.6
<br />30
<br />68
<br />C.P.
<br />5
<br />2
<br />I
<br />L: R.. I
<br />FT.
<br />363+ 19
<br />C. L,
<br />I I' x 1.5' x 22'
<br />1
<br />430+41.6r
<br />LB R.
<br />12
<br />386+32
<br />c. L.
<br />2'x 2'x 28'
<br />`4
<br />1
<br />437rIl- 17
<br />R, 1
<br />5
<br />399 +21.5
<br />C. L.
<br />2'K 2'x 28.1
<br />453+49
<br />24
<br />62
<br />C.P
<br />2
<br />1
<br />437+50
<br />L.
<br />6
<br />419+09.6
<br />G.L.
<br />2'x 2'x 28'
<br />454+67
<br />24
<br />8 2
<br />C.P.
<br />4
<br />2'
<br />2 II
<br />453+39.7
<br />C. L,
<br />2'x x 33'
<br />f
<br />463+73.9
<br />24
<br />56
<br />C.P.
<br />4
<br />2
<br />2
<br />CATCH BASIN TYPE IA
<br />"
<br />463x73.9
<br />�I1
<br />G.L.1.8'x2'x
<br />30'
<br />j
<br />476•+=18.9
<br />24
<br />50
<br />C.P
<br />4
<br />2
<br />F,
<br />I
<br />1476+189
<br />C:L
<br />1.7x 3'x 22
<br />1 ��
<br />495+21.0
<br />30
<br />2-64
<br />C.P.
<br />r
<br />10
<br />2
<br />1 'I
<br />SIDE
<br />I1 4 79 +81
<br />FE. RT
<br />I' x 1.5' x 15'
<br />0'T' •r 77. 8
<br />30
<br />44
<br />G, P.
<br />SR.
<br />5
<br />2
<br />I
<br />STATION
<br />L, - R.
<br />NO.
<br />I 481x64
<br />FE. LT.
<br />1'+ 1.5'R I6'
<br />I
<br />i.1/ 7 �'
<br />/
<br />+520+40
<br />30
<br />60
<br />C.P.
<br />5
<br />2
<br />2
<br />430+41.6
<br />L,8 R.
<br />2
<br />495 r 21.0
<br />I.
<br />C. L.
<br />2'x 3' x 26'
<br />/7
<br />523+00
<br />24
<br />64
<br />C.R
<br />/
<br />4
<br />2
<br />1
<br />437+'PI. ,l)
<br />R.
<br />I
<br />521+22.0
<br />C.L.
<br />2'x 3'x 26'
<br />/''
<br />911:5
<br />536+82.6
<br />30 _
<br />64 %
<br />C.P.
<br />✓
<br />5
<br />2
<br />2
<br />437+50
<br />L.
<br />I
<br />536+82.6
<br />C.L.
<br />2'x 2'x 26'
<br />544+59.5
<br />24
<br />12
<br />C.P.
<br />i
<br />4
<br />2
<br />2
<br />I� I'R'+72
<br />SR., RE.
<br />1.5x 2'x IB'I
<br />�V
<br />36 PETS
<br />18x30
<br />1090
<br />C.P
<br />108
<br />1
<br />1
<br />I
<br />INLET TYPE "IP
<br />2' 2'R'+40
<br />SR. PE.
<br />'
<br />SR_PE.
<br />15.'x 2'x 18'
<br />1.5x2x
<br />398+57
<br />1 B 36
<br />C, P. •'
<br />R.E.
<br />3
<br />1 R'•+71
<br />IB'
<br />51 DE
<br />ROAD
<br />I
<br />STATION -TO STATION
<br />SIDE
<br />`N-0
<br />75'+08
<br />S. R PE.
<br />!
<br />I.'x I' x 30'
<br />f
<br />1'S'+90
<br />24 i0 P,
<br />r- a ..7•
<br />PE.
<br />4
<br />2
<br />Lr R.
<br />0'T'+77.6
<br />SR., CL
<br />2'x 2' x 24'
<br />4'S'+ 61
<br />24
<br />3.0-1
<br />- C.P.
<br />P.E.
<br />4
<br />2
<br />429+49.3
<br />L.I
<br />I'
<br />5'S'+45
<br />24
<br />3.O C.P.
<br />PE,
<br />4
<br />FILL
<br />4 430+41.6 L. {
<br />11 SAND 8 GRAVEL
<br />7'S'+08
<br />,2.41-
<br />Z.O.
<br />C.P.
<br />RE
<br />4
<br />2
<br />7
<br />,? 7}
<br />STORM SEINER
<br />PIPE 21'1
<br />2
<br />STATION TO STATION
<br />cux0's.
<br />1
<br />i
<br />2SIDE
<br />STATION
<br />LIN
<br />I
<br />1,260+00-266+00.
<br />743
<br />L R
<br />FT
<br />2
<br />' 268+00- 271+00 3
<br />i 272.4-00- 273+,00 1
<br />O'M'+00- I'M+00 1
<br />318+00-3.19+00 1
<br />�i
<br />338+00-341+00 3
<br />342+00-34$+00 3
<br />y499+00'500'+`fl9z= Ufa
<br />f3400 3 �
<br />I 530+00-53
<br />53,5+00-538+00 3
<br />540+00-543+00 3
<br />i 7
<br />F[NISHING ROADWAY
<br />GUARD
<br />FE
<br />41
<br />! 418+9fi.8
<br />422+72.4
<br />I 424+82.8
<br />425+99
<br />i 444+88.3
<br />448+17
<br />452+75
<br />453+03
<br />455+05
<br />1 455+ II
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />R.
<br />L.
<br />R.
<br />L.
<br />2
<br />j 1
<br />1
<br />I
<br />I
<br />2
<br />2
<br />I
<br />I
<br />1
<br />4
<br />5'S' IS
<br />6'5'+95
<br />7'5+25
<br />10'S'+00
<br />O'T'+97
<br />2'T'+09
<br />3'7'+00
<br />O'U'+45
<br />IV+55
<br />3U'+00
<br />R
<br />L.
<br />R.
<br />L.6 R.
<br />L.
<br />R.
<br />L.BR.
<br />R.
<br />L.
<br />L.9 R.
<br />1
<br />I
<br />3
<br />I
<br />1
<br />3
<br />I
<br />I
<br />4
<br />256+00-263+00
<br />INTERCEPTING EMBANKMENTS
<br />263+00- 2137+50
<br />I
<br />SIDE LIN. 'I 0'L -"+Y7.83- I'L'+00
<br />4I STATION TO STATION, 1
<br />L, -R. FT, 1275+-50-314+80
<br />'I,
<br />391+00-397+00 L. 600 O'M'+17..83-I'M'+00
<br />314+80- 373,23 .4
<br />( 3'N'+00- 3'N'+82.17
<br />REMOVING CO NC. SIDEWALK
<br />I 4'N'+1783 -5'N'+00
<br />4 SIDE SO. I' 373+23,4- 400+00
<br />STATION TO STATION
<br />I L. -R. Y'DS 1' 411+77.5-416+77. 1
<br />427+00 -431+78 L. 212 �� 417+43.8 -425,30
<br />427+60 L. 8 1425+30- 436+90.6
<br />428+0T L. 3 i O'R'+23- I'R'+00
<br />559
<br />1548
<br />134
<br />4866
<br />134
<br />7237
<br />127
<br />127
<br />3314
<br />752
<br />974
<br />1746
<br />85
<br />STATION TO STATION
<br />265+00-268+50
<br />266+50-268+50
<br />282+ 282+
<br />282+ 282+
<br />430+41.6
<br />60265+00-267+00
<br />STATION TO STATION
<br />250+00- 275+00
<br />275+50.0
<br />275+00- 314+00
<br />314+80.0
<br />314+00- 373+00
<br />373+23.4
<br />373+OD- 400+50
<br />411+-775-414+00.
<br />414+ 67.7
<br />414+00 - 416+77.1
<br />C. L. I
<br />S. R.
<br />C_ L,
<br />S.R.
<br />C.L.
<br />S. R,
<br />C. L.
<br />S_R.
<br />C.L.
<br />1, L.
<br />S_ R.
<br />I C. L.
<br />STA.
<br />25
<br />5
<br />39
<br />4
<br />59
<br />8
<br />2B
<br />3
<br />I �I
<br />3
<br />CONCRETE SIDEWALK 5"
<br />DRY RUBBLE MASONRY
<br />FOR TREE WELLS
<br />STATION TO STATION
<br />SIDE
<br />L. -R.
<br />S0.
<br />FT'
<br />170.0+ ORTRuB
<br />TREE STATION TO STATION SIDEORYRUBMASONRr
<br />WELLS L. -R cu.rDs.
<br />427+00-431+78
<br />L.
<br />1912.0
<br />2 429+14.3TO 430+463 L I 1.3
<br />5 430+46.3 TO 431 +783 I L i 2.5
<br />427+60-
<br />L.
<br />72,0
<br />428+07
<br />L_
<br />L_
<br />_
<br />-_ 24.0
<br />24.0
<br />3 4ce+74.370.429+79.3 I R:-+3.0
<br />428+90
<br />2, 429+79.3TO430+45.3 I R 3.4
<br />430+26
<br />L. `
<br />(.. _
<br />R
<br />_
<br />24.0
<br />32.0
<br />19_720
<br />3 430+45.370431 +94.8 1 R.- 1.4
<br />431 +48
<br />I 433+80 t� R 0.3
<br />�-_
<br />431 +75-436__+_6.8
<br />432+23
<br />I 437+35
<br />'
<br />462#50-466+50 L.
<br />NCE
<br />50'
<br />R, 5 520+69.9-544+88,9
<br />R.
<br />30.0
<br />L.
<br />OBLITERATING OLD ROAD
<br />'
<br />[ STATION TO. STATION 1 STA.
<br />271+00- 276+00 I 5
<br />315+00- 317+00 2
<br />390+00- 392+00 2
<br />373+23.4-375+00 4
<br />417+43.8-436+00 C, L. 19
<br />436+90.6 S.R. 3
<br />436+00 -k54+00 C.L. 1 IB
<br />454+00 S.R. 1 10
<br />454+00- 519+00 C.L. 65
<br />519+89.4 S.R. 4
<br />519+00- 520+00 C.L. I
<br />GUARD
<br />FE
<br />434+70 R. i 3 514+00 -515+00
<br />80
<br />438+64
<br />428+90 L. 3 1436+90.6-453+00
<br />430+26 L. 3 453+00-454+00
<br />431+48 L. 3 5'S�+00 -5'S"+82.17
<br />431+75-436+68 R. 222 6'S'+17.83- 7'S'+001
<br />432+23 R. 3 454+00-486+DO
<br />432+92 R. T 486+00- 491 +OD
<br />433+80 R. 3 H 491+OD-514+00
<br />2422'
<br />432+92
<br />R,
<br />�R,
<br />- R.
<br />R,
<br />STATION TO STATION
<br />265+00-268+50
<br />266+50-268+50
<br />282+ 282+
<br />282+ 282+
<br />SIDE
<br />L -R.
<br />L.
<br />R.
<br />R.
<br />L.
<br />BEAM
<br />TYPE
<br />LIN,FT.
<br />16.5
<br />16.5
<br />MARKER
<br />POST
<br />8
<br />5
<br />SPACING
<br />50'
<br />50'
<br />_R
<br />124
<br />T_
<br />432+92-
<br />182
<br />43_3+80
<br />- _
<br />434+70 -
<br />182
<br />_
<br />3963
<br />-
<br />437+06-443+40
<br />R.
<br />39.9
<br />.2847
<br />--
<br />437+35 _
<br />+37+35
<br />R•
<br />-R.
<br />520+69.9 S.R_ 3 1283+ 283+ R.
<br />I
<br />116.5
<br />434+70 R. i 3 514+00 -515+00
<br />80
<br />438+64
<br />R.
<br />--
<br />520+00-544+88.6 C. L. 25 283+ 283+ L.
<br />16.5
<br />i1 437+OB-443+40 R. 1281 SIS+00.-519+89.4
<br />606
<br />439+ 50
<br />_R
<br />1332+00-336+50 LBR.
<br />20
<br />50'
<br />437+35+ I R. 6 I. 07T+00.73 -0'T+82.9
<br />13'4
<br />440+62
<br />L,
<br />-
<br />345+50-351450 L.
<br />13
<br />50'
<br />438+64 R. 4 519+89.4- 520+69.9
<br />100
<br />440+ 90
<br />R,
<br />1
<br />347+00-351+50 R,
<br />10
<br />50'
<br />1439+50 I R. 3 OU'+46'- I'U'+18
<br />172
<br />442+40
<br />fl,
<br />'
<br />462#50-466+50 L.
<br />9
<br />50'
<br />R, 5 520+69.9-544+88,9
<br />3020
<br />442+ 72.3
<br />L.
<br />493450-496+50 i L.
<br />1
<br />7
<br />50'
<br />1440+90
<br />'4-42+40 R. 6 1
<br />494+50-495+50 R,
<br />3
<br />50'
<br />440+62 L. 3
<br />523+50-526+50 i R,
<br />7
<br />50'
<br />442+72.3 L. 5
<br />I
<br />30.0
<br />30.0
<br />30.0
<br />2528.0
<br />27.0
<br />__2z0
<br />31.5-
<br />22.5
<br />24.0
<br />41.0
<br />54.0
<br />,RUBBL'E MASONRY
<br />STAT ION I SI D E DRY MORTAR
<br />L. -R. NUBBLE GU.YD.
<br />39 9+1-7 - R.
<br />_-
<br />1'R -t 00 I L. I 2 I
<br />�I
<br />
|