HomeMy WebLinkAboutC-106 PRIVATE ROAD C GRADING PLAN AND PROFILE HORZ 0 20 40
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VERT 0 5 10
SEE SHEET C-102
SCALE IN FEET J-U-B ENGINEERS, INC.
_ _ \ N \ STA: 20+45.1 1 , 34.13' L C)
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TBC ??? Z
I / \ STA: 20+19.1 1, 34.13' L j - o
\\ TBC 2573.43 U)
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_ _ _PT STA: 20+19.1 1 , 29.01' L I LU " p Q0 0
PC STA: 18+04.48, 17.50' L w PT STA: 18+62.00, 17.52 L TBC 2573.51 I I - LU U "t Q CY?
ITBC 2573.06 I Q m TBC 2573.26 I Z X N - o .�
0 PC STA: 20+07.61 , 17.50 L _ I / Cr w '� � N
TBC 2573.41 I CZ • •
I PT STA: 17+89.94, 17.50' L I Q PC STA: 18+68.96, 17.50' L -� / Z > (n -5 C
I TBC 2572.96 O TBC 2572.72 // LU O
j PT STA: 20+02.01 , 17.50' L R2 I m Cfl N
PC STA: 17+80.28, 25.50' L_ N PT STA: 18+78.61 , 25.50' L TBC 2573.35 / , F
TBC 2572.61 -r N TBC 2573.02 N
PC STA: 19+92.45, 25.50' L II
® r .�..P _ - TBC 2573.08c �l - -
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U W W yy yy W W o0 yy `N PC STA: 20+45.12, 12.99' L
JJ UJ 15 00 16+00 W 17+00 W 18+00 W W W TBC 2574.20 W l J w 6
= R 1 19+00 R 1 20+00 3 20 5A
� SS PT STA: 17+52.48, 17.50' R ROAD C STA: 18+33.48 w
w I SS SS TBC 2573.49 _ _ FOAD5B3S0T8: 14+07.43 S Ss' - _10+00 � 9R9L oS .M�
c� - ,p PC STA: 17+56.63, 17.50' R
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3 d /��- N � 3 _ �'��" ��• TBC 2573.46 �� �/ � � N
�� , , - PC STA: 16+86.65, 25.50 R R72'3/d 3 4 - - -L - - D RAW I N G
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/� /� 'PT STA: 16+96.21 , 17.50' R / - - - - ` n L r ------ ILJ / I - 9 a o ,.Te�Po� w w J N o
TBC 2573.73 r - - ❑� i Q Z �
-' d PT STA: 18+78.52, 25.50 R �, f{. o LU o a-
I 4 PC STA: 17+02.49, 17.50 R I TBC 2574.02 PC STA: 19+92.45, 25.50 R ■' a = z m w o Q
TBC 2573.73 \ r TBC 2574.08 / I � �,�� 0 o J m
STA: 17+14.49, 30.50' R \ I PC STA: 18+68.96, 17.50' R - - - - - - • A Q E m °
PT STA: 20+01.96, 17.50 R /
TBC 2573.60 \ ''' TBC 2573.75 �■ � ,• ° U � w
I ( [PC STA: 18+04.48, 17.50 R TBC 2574.03 R2 � z o
STA: 17+40.98, 30.50 R TBC 2573.72 PT STA: 18+62.48, 17.50' R3 PC STA: 20+07.67 17.50' R Z � 1 z w z
TBC 2573.65 I TBC 2573.80 I a ❑ m w o
' PT STA: 17+98.44, 17.50 R TBC 2574.10 cr _
PT STA: 17+66.19, 25.50' R I I TBC 2573.23 0 \ - o a 0 � Z ° `�
TBC 2573.65 I PT STA: 20+19.15, 28.99' R \ 0 o F ° J ' o
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I PC STA: 17+88.79, 25.50 R / I C w o
I TBC 2573.98 W m Ir
TBC 2573.86 ii _
Ln 1 I STA: 20+45.16, 30.99' R o o ° o ¢ w
STA: 20+19.15, 30.99 R TBC ??? J o Z U)
TBC 2574.50 Q o w o Q ❑
ROADWAY I I / i RECORD DRAWINGS: w > W � o 0
\ O / 1\ I These record documents have been prepared based on _J w cwn Y O
0 6" VERTICAL CURB AND GUTTER PER AC H D 1 I \ +L / \ information gathered during field observations as well as J w w
R 1 information provided by others.The accuracy or m w J w
SUPPLEMENT TO ISPWC SD-701 . SEE SHEETC-102 completeness of information provided by others has not been � = Z O
R2 EDGE OF PAVEMENT verified by J-U-B. � o U) Q cn L-oz,
If these record drawings are a public record,J-U-B grants
R3 PEDESTRIAN RAMP TYPE "A" PER AC H D - the public entity with jurisdiction the right to copy and
disseminate the hard copy or digital image to those who
LO SUPPLEMENT TO ISPWC SD-712A WITH C700 legitimately request the information in writing.Any release,
DETECTABLE WARNINGS PER AC H D SUPPLEMENT Use,or reuse by the public entity,any individual,or
organization,shall be at the public entity's, individuals,
TO ISPWC SD-712. SEE SHEET C-400 FOR and/or organization's sole risk and without liability or legal
N MORE INFORMATION. exposure to J-U-B.
0
LUAny seals of the registrants included hereon represent that w Ir the drafting of the record drawing information was completed J
by staff under the registrants'responsible charge. w IL
Ir 01: O
LOW PT STA: 19+75.00
2585 LOW PT ELEV: 2572.94 2585
PVI STA: 20+00.00 U 0
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PVI ELEV: 2573.07 Z
Q K:33.44 Q
LVC: 50.00 Z
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wa_ Ldw@ ROADWAYa_ LJJ w a ww a L' a L' aw LJPV1:15+00.00 Qi' 2575 ELEV: 2572.91 2575 C
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�' 2570 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2570 OTC
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2565 2565 O OC
W 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50
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CU U FILE : 10-20-143_C-105
JUB PROD.#
Z DRAWN BY: JGC
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AT FULL SIZE, IF NOT ONE
kn INCH SCALE ACCORDINGLY
o CO
ui o LAST UPDATED:9/5/2023
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