C-102_Private Road B Grading Plan V1APPROVED
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SEE SHEET C-106
N-U-B I
- - - -
-
- - - -
a
STA: 12+36.92, 33.50' L
TBC 2572.85
PC STA: 13+78.43, 17.50' L
J-U-B ENGINEERS, INC.
I
PC STA: 12+36.87, 29.00' L
TBC 2572.96
e
TBC 2572.80
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PT STA: 14+36.43, 17.50' L
( )
R3
PT STA: 12+49.67, 17.50' L
TBC 2573.82
Z J N
- - TBC 2572.98 PT STA: 13+67.15, 17.50' L
I
PC STA: 14+40.43, 17.50 L
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TBC 2572.87
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TBC 2573.85
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STA:
12+10.87, 33.46' L
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TBC 2572.35
PC STA: 12+56.91, 17.50' L
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- TBC 2.573.05
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PI STA: 11 +49.69, 22.50' L
PT STA:
12+10.87, 30.01' L
_ _
- - J PC STA:
13+57.50, 25.50' L
\ r
PT STA: 14+50.08, 25.54, L
w a 3
_ TBC 2570.53
TBC 2572.30
, -
TBC 2572.98
\ / i t
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TBC 2573.93
VERT 0
5 10
(� 5 � 3
J) •-
PT STA: 10+81.37, 22.50' L
° - - - /
FTBC
PC STA:
11+98.44, 18.55' L
PT STA: 12+66.57, 25.50' L
-
I
SCALE IN FEET
z > �
>
2568.56 _
TBC 2572.10-
_
TBC 2573.39
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STA: 10+63.00 FG 2.00' R c s6 s; \ ROAD B STA: 14+07.43 = �
9 \ A PRIVATE I R5 �N ROAD C STA: 18+33.48 w w w O 6
00 STA: 1 1 +53.67, 0.00' L\ > > -
\\ �� FG 2570.66 _ �`� `'' R4 N I FG-2573.08m un ? U) O C)
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SEE OFFSITE ROADWAY PT STA: 10+79.36, 22.50' R PC STA: 1 1 +98.44, 18.55' R�- - - - - _ / O O
IMPROVEMENT PLANS /
SHEET C-102 FOR
FRANKLIN ROADWAY /
IMPROVEMENT DETAILS /
I
I
I
I
/
2585
2580
2575
2570
2565
2560
10+00
TBC 2568.35 ` TBC 2572.10 -\ - _ = JI 0o t / z U 7/14/2022
PI STA: 11+49.69, 22.50' R PT STA: 12+10.87, 30.01' R PT STA: 12+66.57, 25.50' R PC STA: 13+78.43, 17.50' R PT STA: 14+50.08, 25.50' R
TBC 2573
TBC 2570.53 TBC 2572.35 _ _ _ - - .39 R 1 TBC 2572.96 TBC 2573.93
/ \ - PT STA: 13+67.15, 17.50' R o I
• _ / STA: 12+10.87, 31.04' R C 500 TBC 2572.87 R4 I a w
f PC STA: 12+56.91, 17.50' R z w m
I• , TBC 2572.35 TBC 2573.05 ��� 1 PC STA: 14+40.43, 17.50' R = � ;
\ I TBC 2573.85 (D ¢ z
PC STA: 13+57.50, 25.50' R I o ¢ o
I- - - - - - R3 PT STA: 12+49.67, 17.50' R TBC 2572.98 a = z m w
I TBC 2572.98 0 o F
PC STA: 12+36.93, 28.57' R PT STA: 14+36.43, 17.50' R I � a � m a
v I TBC 2572.80 TBC 2573.82 o c6 �
4 I I I
- - - - - ( STA: 12+36.93, 31.00' R r
TBC 2572.85 -
{ r
10+90
10+80 RT (0%)
RT (0.5%) CENTERLINE
- - - CROWN -
LID CTA• I )-7(1 C.'J
SEE SHEET C-106
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
ROADWAY
R1
6" VERTICAL CURB AND GUTTER PER ACHD
SUPPLEMENT TO ISPWC SD-701
R2
6" VERTICAL CURB PER ACHD
SUPPLEMENT TO
ISPWC SD-701A
R3
EDGE OF PAVEMENT
R4
PEDESTRIAN RAMP TYPE "A"
PER ACHD
SUPPLEMENT TO ISPWC SD-712A
WITH
DETECTABLE WARNINGS PER
ACHD SUPPLEMENT
TO ISPWC SD-712
R5
PARALLEL PARKING STALL SHALL SLOPE AWAY e
FROM CURB LINE
Rs
CONCRETE VALLEY GUTTER
2585
2580
2575
2570
2565
2560
15+00
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12
FILE : 10-20-143 C-102
JUB PROJ. # : 10-20-143
DRAWN BY: JGC
DESIGN BY: DSM
CHECKED BY: DSM
I ONE INCH
� I
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
LAST UPDATED: 7/15/2022
SHEET NUMBER:
C-102