HomeMy WebLinkAboutC-105_Private Road C Grading Plan V1APPROVED A�
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v STA: 10+57.19, 30.00' L �\ v
\ TBC 2577.00
\ \ PT STA: 10+57.19, 15.49 L - \
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TBC 2576.50 -
PC STA: 10+55.74, 13.99' L `
TBC 2576.44
/PT STA: 10+39.15, 9.56' L
TBC 2576.00
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SEE SHEET C-101
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STA: 11+14.69, 30.00' L Q 0
TBC 2577.70
TOP PC STA: 13+27.88, 17.50' L i Q -
PT STA: 11+16.19, 13.00' L TBC 2572.92 01
TBC 2577.64 _ \ Q�
\ - ' STA: 1 1 +91.50, 17.50' L PT STA: 13+20.08, 17.50' L
\ PC STA: 11 +32.81, 13.00' L TBC 2575.36 - - - TBC 2572.94 R3
\ TBC 2577.37
PC STA: 12+09.52, 17.50' L
PC STA: 13+10.52, 25.50' L
TBC 2574.76 �
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PT STA: 1 1 +40.74, 17.27 L
TBC 2572.92
PT ST A: 12+19.08, 25.50' L v
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TBC 2577.07
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TBC 2574.32
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TBC 2578
PT STA: 12+ 19.08, 25.50' R
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PT STA: 1 1 + 16.19, 12.99' R
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STA: 1 1 +93.1 1, 32.13' R
TBC 2575.83
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2565
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PT STA: 13+19.57, 17.50' R
TBC 2573.68
PT STA: 13+86.06, 17.50' L
TBC 2572.82
PC STA: 14+02.16, 17.50' L
TBC 2573.07
PT STA: 14+11.72, 25.50' L
TBC 2572.85
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TBC 2573.85
PC STA: 14+02.16, 17.50' R
TBC 2573.75
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R1 6" VERTICAL CURB AND GUTTER PER ACHD
SUPPLEMENT TO ISPWC SD-701
R2 EDGE OF PAVEMENT
R3 PEDESTRIAN RAMP TYPE "A" PER ACHD
SUPPLEMENT TO ISPWC SD-712A WITH
DETECTABLE WARNINGS PER ACHD SUPPLEMENT
TO ISPWC SD-712. SEE SHEET C-400 FOR
MORE INFORMATION.
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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-105