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1854 FL
In
1681 a
18 73 TC
18.23 FL
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ai
In
1880 CL
18.00 FL
Ism CL
15 a TC 15 53 TC
1548 FL 1503 FL
15.08 it
14.58 FL
STATION 311+00 TO 316+50
BUILD 2.261.1 S.Y. 8' PCC PAVEMENT (47/)
BUILD 312.0 S.y. r PCC PARKING, LOT (419
SILO 543.7 S.Y. 8' PCC PAVEMENT (471) MThR AVE.)
BUILD 1.361.5 L.F. C PCC INTEGRAL CURB (478)
BUILD 37 LI. CONCRETE HEADER (471)
ADJUST 2 MANHOLES TO GRADE
REMOVE 37 LI. CONCRETE HEADER
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1423 TC
13.73 FL
1383 TC
1333 FL
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13 42 TC
12 62 FL
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1308 TC
1258 FL
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14 10 CL
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13 26 CL
1654 FL
1704 TC
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16 73 TC
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15.48 FL 1503 FL
15 a TC 1553 TC
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Note to Contractor
Earth Excavation - 1,000 0 C.Y (EQ)
Earth Excavation shall not be paid for
separately but shall be subsidiary to Item #1
Build 8" PCC Concrete Pavement (47E)
14.58 FL
1508 TIC
H, /3 FL
TC
13 73 FL
14.23 TC
1333 FL
13 83 TC
12.62 FL
13.42 TC
1254 CL - o, 20/;
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11.84
12.07 a
12.52 FL 0+18.5 SOUTH 12 17 FL 12 07 PC
13 02 re 12.67 iC 12 57 TC
CL CURVE j1 YOST AVE.
R - 1211.27'
ts-4'35'33'
L - 103.50'
T - 51.76'
C - 103.47'
PC - 0+40
PI - 0+61.78
PT - 1+43.5
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ELEV. = /9/9,SB
11.10 FL 11 82 FL
0+40 r L
0+43.5 SOUTH +
0+50 SOUTH
0+75 SOUTH
1+00 SOUTH
1+25 SOUTH
1+43.5 SOUTH
12.00 FL
12.50 TC
12.5.3 TC
12 03 FL
12 62 TC
12 12 FL
12 71 TC
12.21 FL
1278 TC
1226 FL
12 8s TC
123E FL
11.77 FL CL
11.64 FL
0% -0.86%
374 12 00 CL
12 07 CL
12 25 CL
1243 a
1260 CL
12.73 CL
37'
WALD CONC HEADER
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11 84 a
12.34 TC
1236 TC
11.88 FL
12.52 TC
12 02 FL
1264 TC
12.14 FL
12 76 it
12 21 FL
12 a it
12 38 FL
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STATION 311+50 TD 322+00
BUILD 2.448.7 S.Y. Er PCC PAVEMENT (470)
BUILD 788.0 S.Y. C PCC PARKING LOT 479)
BUILD 10'x40'88' (11.1 S.Y.) PCC PAD MANHOLE (479)
BUND 1218.0 LF. r INTEGRAL CURB (479)
ADJUST 2 MANHOLES TO GRADE
11 122 FL
1149 CL
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12 07 Cl.
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11 28 It 1484•
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10 2 FL
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08 79 Cl.
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10.98 It
848 FL
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9 78 It
8.28 FL
8 42 TC
81 FL
a.� DATAAer 33' „
RR - 150.00'
L-234.48'
T - 144.8
C — 211.32'
9.32 TC
8 82 FL
8 18 TC
8 N FL
9 19 Cl.
908 Cl.
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1207 a
1225 CL
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11 47 FL
11 97 TC
11 84 FL
12.34 It
1239 It
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12.52 It
1202 FL
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11 82 It
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11 27 TC
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10 42 Fl.
10.92 TC
10 07 FL
1057 iC
08 72 FL
1022 TC
3/4 +50 3/7/100 150 341.400 1-50
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08 42 FL
08 92 It
1-50
9 12 FL
8.82 TC
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832 It
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9 19 It
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7.43 FL
7.71 It
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STATION 322+00 TO 323+25
B UILD 513.9 S.Y. a' PCC PAVEMENT (471)
BUILD 250.0 LF. I" PCC INTEGRAL CURB (479)
B UILD 37.0 LF. CONCRETE HEADER (47$)
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