HomeMy WebLinkAboutC-106_Private Road C Grading Plan V1APPROVED
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C-500
ROADWAY
R1 6" VERTICAL CURB AND GUTTER PER ACHD
SEE SHEET C-102
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PC STA: 18+04.48, 17.50' L I
TBC 2573.06 I
PT STA: 17+89.94, 17.50' L I
TBC 2572.96
PC STA: 17+80.28, 25.50' L
TBC 2572.61 �-
/C
PRIVATE ROAD C 1
17+00
18+00
PT STA: 17+52.48, 17.50' R --
TBC 2573.49
PC STA: 17+56.63, 17.50' R
�225j3-- �• TBC 2573.46 �� ■
PC STA: 16+86.65, 25.50' R
TBC 2573.84- R3 J
PT STA: 16+96.21, 17.50' R
TBC 2573.73
PC STA: 17+02.49, 17.50' R
TBC 2573.73
STA: 17+13.99, 36.50' R
TBC 2573.50 / \
STA: 17+40.98, 31.00' R
TBC 2573.50
PT STA: 17+66.19, 25.50' R
TBC 2573.65
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SUPPLEMENT TO ISPWC SD-701.
R2 EDGE OF PAVEMENT
R3 PEDESTRIAN RAMP TYPE "A" PER ACHD
SUPPLEMENT TO ISPWC SD-712A WITH-0oo
DETECTABLE WARNINGS PER ACHD SUPPLEMENT
TO ISPWC SD-712. SEE SHEET C-400 FOR
MORE INFORMATION.
PT STA: 18+62.00, 17.52' L
TBC 2573.26
-PC STA: 18+68.96, 17.50' L
TBC 2573.29
-PT STA: 18+78.61, 25.50' L
TBC 2573.02
19+00
ROAD C STA: 18+33.48
ROAD B STA: 14+07.43
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PC STA: 18+05.45, 17.55' R
TrBC
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PT STA: 17+98.44, 17.50' R
TBC 2573.68
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PC STA: 17+88.79, 25.50' R
TBC 2573.86
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SEE SHEETC-102
HORZ 0 20 40
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SCALE IN FEET J-U-B ENGINEERS, INC.
STA: 20+45.11, 34.13' L b
TBC 2573.90 z c:
STA: 20+ 19.1 1, 34.13' L J t o
TBC 2573.43 Cn M M
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PT STA: 20+19.11, 29.01' L w - C) CO Eo
TBC 2573.51 LL.I Z3 C) r?
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PT STA: 20+02.01, 17.50' L j R2 I m C:)
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TBC 2573.35
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PC STA: 19+92.45, 25.50' L
TBC 2573.08-
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PC STA: 20+45.12, 12.99' L
TBC 2574.20
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L--PT STA: 18+78.52, 25.50' R i '.Ft• f U o a o
TBC 2574.02
PC STA: 19+92.45, 25.50 R
TBC 2574.08
-PC STA: 18+68.96, 17.50' R , -
- -PT STA: 20+01.96, 17.50' R
TBC 2573.97
TBC 2574.03 /
PT STA: 18+61.48, 17.54' R
PC STA: 20+07.67, 17.50' R
TBC 2573.94
TBC 2574.10
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PT STA: 20+19.15, 28.99' R
TBC 2574.47 I
STA: 20+19.15, 30.99' R
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TBC 2574.94 = �
LOW PT STA: 19+75.00
LOW PT ELEV: 2572.94
PVI STA: 20+00.00
PVI ELEV: 2573.07
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--------------
SUBGRADE
ROADWAY
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16+00
16+50
17+00
17+50
18+00
18+50
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19+50
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FILE: 10-20-143 C-105
JUB PROJ. # : 10-20-143
DRAWN BY: JGC
DESIGN BY: DSM
CHECKED BY: DSM
ONE C
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
LAST UPDATED: 5/25/2022
SHEET NUMBER:
C-106