HomeMy WebLinkAboutC-102 PRIVATE ROAD B GRADING PLAN AND PROFILE SEE SHEET C-106 ("JUS
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TBC 2572.85 17.50 J-U-B ENGINEERS, INC.
STA: 12+36.92, 33.50' L /
I a � - - - � PC STA: 13+78.43, L
PC STA: 12+36.87, 29.00' L I TBC 2572.96 o / PT STA: 14+36.43 17.50' L
s - - - - CIS - - - I TBC 2572.80 o
TBC 2574.03 z
R3 PT STA: 12+48.37, 17.50' L _ - J N
_TBC 2572.98- PT STA: 13+67.15, 17.50' L / PC STA: 14+40.43, 17.50 L- - - - � o
- - - / TBC 2574.05 0 co co
- TBC 2572.86 LU I p co co
in - - - - - In - - ° I STA: 12+10.87, 33.46' L -- F--- U / cn O 00 r : E
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PC STA: 12+56.91 17.50 L I ti
TBC 2573.05 - - - i I` > \ �\ w U 0
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PI STA: 11 +49.69, 22.50' L� - PT STA: 12+10.87, 30.01 ' L - - z X o
- -PC STA: 13+57.50, 25.50' L \ \ - W cv
TBC 2570.53 TBC 2572.45 TBC 2573.00 \ PT STA: 14+50.08, 25.5 L (� M
1`° � � � I \ � J I TBC 2573.95 VERT 0 5 10 z � .�
z PT STA: 10+81 .37, 22.50 L/ PC STA: 1 1 +98.44, 18.55 L PT STA: 12+66.57, 25.50 L § . E
_J - TBC 2568.56 _ 7 - - TBC 2572.10� ' h� TBC 2573.38 II , y I I SCALE IN FEET w CD
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STA: 10+63.00, 0.00' R - R6 4+0 15 00 U �5�\�ENSF�C�'L
\ s \ ROAD B STA: 14+07.43 =
I / FG 2568.02 I s6,1 \\ 6� \\ \\ ` \ �j PRIVATE R5 N ROAD C STA: 18+33.48 z w
STA: 1 1 +53.67, 0.00 L FG-2573.08 =
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SEE OFFSITE ROADWAY ° i1 PT STA: 10+79.36, 22.50' R PC STA: 1 1 +98.44, 18.55' R - Z " ' 09 27/2023
IMPROVEMENT PLANS / TBC 2568.35 TBC 2572.10 - _ _- - \ o - " ���
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SHEET C-102 FOR a I I PI STA: 1 1 +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 D RAW I N G
FRANKLIN ROADWAY _ TBC 2573.38 R 1 TBC 2572.96 i
� � � TBC 2573.95
IMPROVEMENT DETAILS / o I j I � TBC 2570.53 TBC 2572.45 - _ _ - - - - - - 1 I N w
STA: 12+10.87, 31 .04' R I C-500 TBCS2572 8667.15, 17.50' R R4 I a z w m N o
I Ila a l I TBC ??? PC STA: 12+56.91, 17.50 R I I H W W J
\ , \ PC STA: 14+40.43, 17.50 R = c, �
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PC STA: 13+57.50, 25.50' R \ TBC 2574.05 I � 0 o Q o
R3 -PT STA: 12+48.43, 17.50 R TBC 2573.00 a W 0 m ~ o Q
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/ I PC STA: 12+36.93, 28.57 R TBC 2574.03 0 , E
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HP STA: 12+70.62 � +•N■ J w Q w
2585 10+47 HP ELEV: 2573.053 2585 ,;.' .�. = Z o O
PVI STA: 12+40.00 o �, Q �,
10+80 RT/LT OF PVI ELEV: 2573.36 �,� fi3,1 ; z
RT (-2%) CROWN K: 25. . ��
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2565 ELEV: 2567.72 2565 L.L z Z
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T RECORD DRAWINGS: w Ir
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These record documents have been prepared based on
information gathered during field observations as well as Q
O W information provided by others.The accuracy or
>_
completeness of information provided by others has not been O
verified by J-U-B.
ROADWAY
W If these record drawings are a public record,J-U-B grants
6" VERTICAL CURB AND GUTTER PER AC H D the public entity with jurisdiction the right to copy and
z R 1 disseminate the hard copy or digital image to those who
Lu SUPPLEMENT TO ISPWC SD-701 legitimately request the information in writing.Any release,
„ use,or reuse by the public entity,any individual,or
R2 6 VERTI CAL CURB PER AC H D S U P P LEM ENT TO organization,shall be at the public entity's, individual's,
ISPWC S D-701 A and/or organization's sole risk and without liability or legal
a, exposure to J-U-B.
z R3 EDGE OF PAVEMENT
!E W
U U Any seals of the registrants included hereon represent that FILE : 10-20-143_C-102
o Q R4 PEDESTRIAN RAMP TYPE "A" PER ACH D the drafting of the record drawing information was completed
z SUPPLEMENT TO ISPWC SD-712A WITH e by staff under the registrants'responsible charge. JUB DRAWNOJ.BY# JGC 0-143
C400
T W
m DETECTABLE WARNINGS PER ACHD SUPPLEMENT DESIGN BY: DSM
o 0 TO ISPWC SD-712 CHECKED BY: DSM
a ? R5 PARALLEL PARKING STALL SHALL SLOPE AWAY ONE INCH
� ? e AT FULL SIZE, IF NOT ONE
o N FROM CURB LINE C-1°4 INCH SCALE ACCORDINGLY
ui No e LAST UPDATED:9/5/2023
N o R6 CONCRETE VALLEY GUTTER
SHEET NUMBER:
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