HomeMy WebLinkAboutC-104 PRIVATE ROAD B GRADING PLAN AND PROFILE (rJ-U-B 11
J-U-6 ENGINEERS, INC.
\ / PC STA: 21 +78.84, 32.13 L
TBC 2578.60 i // ��//
�/ ' / z N
/ / o M M
O
R5 ' LU 'u) 0 00 '� E
�? �,Lx�� / // HORZ 0 20 40 w � �O Q o
\ / ,PT STA: 21+06.96, 21 .07 L / / / / z C) N 00 -6
TBC 2579.07' y / }, o
PC STA: 20+72.40, 17.50' L / Q �/ / / VERT 0 5 10 z 07 .—
�/_ i I TBC 2579.36 10 / / SCALE IN FEET LU o
-PT STA: 20+46.58, 17.50' L
TBC 2579.30 / �� ��� / m
r PC STA: 20+31 .03, 21.92' L-
T R 6 - /
BC 2578.90 1
_ � - - - - L - STA: 21+29.90 %h \ ` RECORD
+ M T /i / a R2 PC STA: 21 +84.28, 22.50 R �pNAL°' o �/ 720+00
CL STA: 20+39.31 , // TBC 2578.23` S Fiy
U R3 \ � r / k0 � / � �.S��cENSF Ceti
R4
LLI w 74.52' N00°35'24" \ R 1 /
C/) \ / / ,/ L=28 / I l 6
= LU �\ R7 CL STA: 20+14.35,\ R4 �q� _ 8'50'� / i / /l `� 4.9�gTF
� \ 6, / - R=52.00 �' R4 \ q/ os S .
i i \ I /
\ / a — — \_ / / ' R1 1 / 09 27/2023
17' - /' ,' ,\ , \ ` �.� D RAW I N G
0 F N LU
F
Z - 00 N0
Q Z
_ �/ /
PT STA: 20+93.58, 25.02' R / w wJ ^Q
- _ JTBC 2579.07 \\ II / 0 < oQo ��
/ / PC STA: 20+84.87, 33.95' R / } W 0 w cn<
PT STA: 19+87.06, R� _ - \ I \ a = Z m w o Q
TBC 2578.80 / o � w � �
/ ' \ � UD) vim
/ TBC 2577.99 PT ST 20+60.06, 28.91 R \ I }Z Q m o 0
TBC 579 20 / \ \\ I I\ \ o ' 0
PC STA: 19+77.40, 25.5 R PC A/ 20+53.66, 17.50' R / \\ \I I �' IS z o
0 � - - �
/ TBC 2577.47 TB 2579.36 / \ \I I \\ Z ~ Q a W
awZJ Z
o J w O O} > Z
W0UJ LU
O
cn � u Owm
LU0O2 � Q
:0:) caw
Z 30
HP STA: 21+50.00 E IDIAN*-- w o Q Q
HP ELEV: 2578.698 wb"` ] W ° a o
HP STA: 20+63.77 PVI STA: 21+65.00 "� ` 1.1
,�+°` = � Z ? U) 0
• _
PVI ELEV: 2578.60 F m W � W
HP ELEV: 2579.218 {• = Q >- J
PVI STA: 20+27.72 c° •Y. 0 = Z o
� o �na �nFM 2585 PVI ELEV: 2579.50 � � o oo O � 2585 ,c I �-Oo
0 o co + U-) K: 21 .27 + U-) Ln r 00 1- p, In .
o Lq q N LVC: 100.00 oN N + N + N + cV •,•.
r r r r
co r- w w FINISHED GRADE AT N .. N .. N
M rnN > m &1 C ROADWAY � C � ULaLj,I aw
16i
2580 cii v m 1 -0.66% m 0° 2580
ai - .980 LLJ
4 - - _ - - - - - - J
- - - - - - - - - - - -
LL I_L- - - - - - - - - -
_
SUBGRADE AT 2575
ROADWAY (�
z
Z 48" RCP Z Q Q
w
2570 2570 LU Q
QIZ
J�
w CD
w
o LL z
z
z
Z 2565 2565 _ LJJ Q
Lu 19+50 20+00 20+50 21 +00 21 +50 22+00 RECORD DRAWINGS:
Y
Z These record documents have been prepared based on 7 J m
m information gathered during field observations as well as w information provided by others.The accuracy or QM w Q
overified by J-U-B.completeness of information provided by others has not been LJJ
ROADWAY O
M
V
o7 cc
If these record drawings are a public record,J-U-B grants
N �� the public entity with jurisdiction the right to copy and w LLI
�, R 1 6 VERTICAL CURB AND GUTTER PER AC H D disseminate the hard copy or digital image to those who
legitimately request the information in writing.An release,
SUPPLEMENT TO ISPWC SD-701 g y q g y Q
Lu use,or reuse by the public entity,any individual,or Q >
6" VE RTI CAL CURB PER AC H D SUPPLEMENT TO organization,shall be at the public entity's, individuals, _
Z R2 and/or organization's sole risk and without liability or legal
CIO ISPWC SD-701A exposure toJ-U-B.
cr
D R3 EDGE OF PAVEMENT Any seals of the registrants included hereon represent that
Z the drafting of the record drawing information was completed
YR4 PEDESTRIAN RAMP TYPE "A" PER AC H D by staff under the registrants'responsible charge.
w SUPPLEMENT TO ISPWC SD-712A WITH C400
a H
DETECTABLE WARNINGS PER ACHD SUPPLEMENT
w TO ISPWC SD-712
FILE : 10-20-143_C-102
J R5 NEATLINE SAWCUT ASPHALT. MATCH TO EXISTING
0 < JUB PROJ.#:10-20-143
CZ
Z R6 END CURB/GUTTER DRAWN BY: JGC
m U DESIGN BY: DSM
o R7
CONCRETE DRIVEWAY WITH RAMPED SIDEWALK CHECKED BY: DSM
0
CL PER ISPWC SD-710B ONE INCH
2 ? AT FULL SIZE, IF NOT ONE
o N R8 CONCRETE DRIVEWAY WITH RAMPED SIDEWALK INCH SCALE ACCORDINGLY
6 No PER ISPWC SD-710 LAST UPDATED:9/5/2023
M N
N o SHEET NUMBER:
� T
N -0
N �
C- 1 04
- .2
o
� 0