HomeMy WebLinkAboutC-107 PRIVATE ROAD D GRADING PLAN AND PROFILE HORZ 0 20 40 (rJ-U-B
1 J-U-6 ENGINEERS, INC.
VERT 0 5 10
SEE SHEET C-103 C-�O9
SCALE IN FEET U
F T _ - - - - - � T - - - - - � - - - r - 17 - - - - - - - - - - �,` z
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/ n - - - - - - - - - - - - -� �J / TBC 25+61 . 7, 33.15 L. - - - - - - - � � I /// • -r SD i - - i W i � 06 � E
W it p Cl?/ STA: 13+35.51 , 33.15' L \ / - I / • o U 6
R2 PI STA: 14+47.07, 22.50 L /I / a �
C)
/ ^ TBC 2575 EL - .30_ _TBC 2576.05 PC STA: 15+16.85, 22.50 L I z L J = o
PC STA: 11+21.02, 17.50' L J� PT STA: 11+79.02, 17.50 L, - - - - - - - - - - _ - - - - - - - / I /� • I I I CZ 6
TBC 2577.50- • • I V C CV ?�
_ PT STA: 13+73.04, 17.50 L I SEE OFFSITE ROADWAY I Z ?�
TBC 2574.62 TBC 2574.69 PC STA: 13+24.04, 17.50 L i 'TBC 2575.72 _ - _I. / • W o
_TBC 2575.46_ / - - - - ' _ I %/ - • •° } a I IMPROVEMENT PLANS I O a
• - - - ! I SHEET C-103 FOR I m �
TEN MIL ROADWAY I N
IMPROVEMENT DETAILS
rill- R5 � STA: 14+43.071 0.00' -I Q
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RECORD D
11+00 12+00PRIVATE 1, 1 01
S892436E 539.05 + 14+00 +00 16+00 1 OAL
R2 ROAD D
�
iW
R 1 - - - - - - - - I STA: 15+33.07, 0.00' I / _J I
I r
R5R5
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PC STA: 11 +21.02, 17.50' R / --1 PT STA: 11+80.49, 17.50' R- - - - - - - - - - - - - - - - - .PI STA: 13+79.27, 17.50' R �� - _ - - -J
TBC 2575.30 / 1 TBC 257537 - - - - 4- - - - - - - - - - - - - - - - TBC 2576.43\\ / \ -'- - • °°°° • Cn I I 09 27/2023
, I PC STA: 15+25.41 , 22.50 R I I D RAW I N G
PC STA: 13+24.02, 17.50' R \ PI STA: 14+47.04, 22.50 R I TBC 2578.50- • a w I
\ TBC 2576.93 0• U)
TBC 2576.16 I I o N LU
1 W I PT STA: 13+35.52, 28.61' R R2 \ PT STA: 13+73.02, 17.50' R 1 •• I I Q ~ W Q
�'- +/ / TBC 2576.32 \ TBC 2576.40 I I a w w J m N
Q I I I o I ; < ZQ � °'
1 0 ` I STA: 13+35.51 , 33.54' R PC STA: 13+61 .54, 28.61 R o o �d
a I / I I I TBC 2576.24 TBC 2576.15 \ I la 1 it ° w J >-
1 0 / I I I I (Z ~ � o om
TBC 2576.07 4, 33.61 R \ 1 \ \ I I II o U m a
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/ I - - - - - - - - - - - - �' - - - - - - -•� - - - - - - - ! - - - - - - - c� � zo � J
SEE SHEET C-103 Z Q a W
HP STA: 15+27.50 Q o cn z J z
mw (If O
HP ELEV: 2577.534 o J 0 :? Z o CD
PVI STA: 15+15.00 oz = � � � w o
PVI ELEV: 2577.46 n o W m m
K: 14.01 wo o, �= � J o�
LVC: 25.00 0� J = §
2585 0 -o 258 J
LOW PT STA: 14+25.00 0 o Z E C � 3 0
LOW PT ELEV: 2575.82 ,a° ,a° ,' r � co r- < w w o
oM oN PVI STA: 14+50.00 0 � o � N � + N + N � W ° � a o
cv cflcc) o c� o o ao PVI ELEV: 2575.95 o u7 + u7 + u7 ., n .. Q W o Y o
o � °' � oo � N � N � K:27.28 � � � N � N > � J Cn = QWo w
LO 0 of r � ,n + cV + ,n LVC: 50.00 + ,n l;i t�i a w a w m W J ui �
2580 + N + N + N M „ FINISHED GRADE 4- N 4- N cii 0 cii � 258 � � = z o
+ N � ® ROADWAY � w � w > m c� � 0co < U) o
�z
ail
> -J > > J a w cii cii v m 0.55%
aw ww aw jm > � 2.34%
0.50% 0° I 0.50%
2575 0.76% -0.50% 0.50% 0.85% - - - - - - -
_ -0.00%
_ PVI:15+53.00 257
co - - - - - - ELEV: 2577.68
- - - - - - - -
6 - - - - - - - - - - - - - - - - - - - - - - - -
N - - - - - -
LU
iL SUBGRADE AT�2 - :7 J
D ROADWAY
2570 257 W
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2555 255 a W p
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r RECORD DRAWINGS:
o E IDIZ IAN?- W
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These record documents have been prepared based on ..Iq•aCo•.•�o•:•gq.m.•. oKR...•
information gathered during field observations as well as :11.117 a
w . 0%information provided by others.The accuracy or F�° O >
completeness of information provided by others has not been . r.
.
verified by J-U-B. C L M°.
R ADWAY
w O If these record drawings are a public record,J U B grants
H the public entity with jurisdiction the right to copy and
disseminate the hard copy or digital image to those who
R 1 RIGHT TURN 0 N LY SIGN legitimately request the information in writing.Any release,
Y use,or reuse by the public entity,any individual,or
w
EDGE OF PAVEMENT organization,shall be at the public entity's,individual's,
s R2
and/or organization's sole risk and without liability or legal
a z R3 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT exposure toJ U-B.
w
J TO ISPWC SD-701 Any seals of the registrants included hereon represent that
U U FILE : 10-20-143_C-107
the drafting of the record drawing information was completed
0 < R4 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC by staff under the registrants'responsible charge. JUB PROJ.#:10-20-143
CZ
Z SD-701 A DRAWN BY: JGC
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R5 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO - DESIGN BY: DSM
o 0 CHECKED BY: DSM
CL m
ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD C400 ONE INCH
C ? SUPPLEMENT TO ISPWC SD-712 AT FULL SIZE, IF NOT ONE
n INCH SCALE ACCORDINGLY
0
N LAST UPDATED:9/14/2023
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SHEET NUMBER:
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