HomeMy WebLinkAboutPrivate Street Cross Section V10
Ld
0
a
J
C)
IY
9
w
ct
x
W
0
O
x
H
3
F-
w
z
O
U
0
z
w
F-
z
LL
o
0
a
U
0
O
0
0
Li
w
ct
O
H
U
o
w
r
z
Q
J
J
Y
0
O
w
F-
m
U
LL
w
o
ct
Ld
v)
z
w
D
ct
F-
cn
x
U
Y
ct
O
3
w
m
_J
U
N
O
N
H
x
U
of
r
o
0
U
21.00'
2-1/2" OF SP-3, 0.50 INCH
(1/2") MIX, PG 58-28
4" OF COMPACTED 3/4"
CRUSHED AGGREGATE
BASE COURSE-
2%
R/W
)0' PUBLIC RIGHT-OF-WAY
1' TYP.
53.00'
11.00'
21.00'
8' PLANTER
I
6" VERTICAL CURB
I
6" VERTICAL CURB AND GUTTER PER
(NO GUTTER) PER ACHD SD-701 TYP.
ISPWC SD-701A
2%
10" OF COMPACTED 6" /
MINUS PIT RUN SUBBASE)
COMPACTED
SUBGRADE
53' PRIVATE STREET SECTION AT GUARD SHACK - STA. 1 8+84.45 TO 1 9+63.45
R/W
21.00'
2-1/2" OF SP-3, 0.50 INCH
(1/2") MIX, PG 58-28
4" OF COMPACTED 3/4" CRUSHED
AGGREGATE BASE COURSE
2%
10" OF COMPACTED 6" /
MINUS PIT RUN SUBBASE)
COMPACTED
SUBGRADE
2' FLAT LANDING
BEHIND SIDEWALK, TYP.
SCALE: NOT TO SCALE
50.00'
T
8.00,
1
' PRIVATE STREET
21.00'
6" VERTICAL CURB
6" VERTICAL CURB AND GUTTER PER
(NO GUTTER) PER ACHD SD-701 TYP.
ISPWC SD-701A
2%
5' SIDEWALK 10 UTILITY EASEMENT
�- 2' FLAT AREA BEHIND
SIDEWALK, TYP.
5" THICK CONCRETE OVER 4"
OF 3/4" AGGREGATE BASE
EXTEND BASE AND SUBBASE COURSE PER ACHD SD-709
6" BEHIND CURB TYP.
R/W
8' PLANTER 5' SIDEWALK 10 UTILITY EASEMENT
BOTH SIDES TYP.
2FLAT AREA BEHIND
\ \ \ SIDEWALK, TYP.
5" THICK CONCRETE OVER 4"
EXTEND BASE AND SUBBASE OF 3/4" AGGREGATE BASE
COURSE PER ACHD SD-709
6" BEHIND CURB TYP.
WITH MEDIAN ISLAND - STA. 25+61 .31 TO 27+31 .81 2
SCALE: NOT TO SCALE \ c9. I /
R/W
14' SIDEWALK 29.00' PUBLIC RIGHT-OF-WAY
EASEMENT ri
27.00'
:WALK 8' PLANTER I 13.50'
2 1/2" OF SP-3, 0.50 INCH
(1/2") MIX, PG 58-28
4" OF COMPACTED 3/4" CRUSHED
AGGREGATE BASE COURSE
7 /7A,� t
3" ROLLED CURB AND
GUTTER PER ACHD SD-702
2%
R/W
10' UTILITY
10" OF COMPACTED 6"J EXTEND BASE AND SUBBASE
MINUS PIT RUN SUBBASE 6" BEHIND CURB TYP.
COMPACTED
SUBGRADE 27' PRIVATE STREET SECTION - DETACHED SIDEWALK �3E
SCALE: NOT TO SCALE
R/W R/W
30.00' PUBLIC RIGHT-OF-WAY 14' ACHD
1' TYP. SIDEWALK EASEMENT
28.00'
14.00' 1 14.00' I 8' PLANTER 5' SIDEWALK 10' UTILITY EASEMENT
I 2-1/2" OF SP-3, 0.50 BOTH SIDES TYP. I I
INCH (1/2") MIX, PG 58-28
6" VERTICAL CURB
4" OF COMPACTED 3/4" CRUSHED AND GUTTER PER
ACHD SD-701 TYP
AGGREGATE BASE COURSE . 15%
2% 2%
a a o a �2' FLAT LANDING
BEHIND SIDEWALK, TYP
THICK CONCRETE OVER 4"
O
OF 3/4" AGGREGATE BASE
COURSE PER ACHD SD-709
10" OF COMPACTED 6" EXTEND BASE AND
MINUS PIT RUN SUBBASE SUBBASE 6" BEHIND
CURB TYP.
COMPACTED
SUBGRADE
28' PRIVATE STREET SECTION - STA. 19+98.1 3 TO 25+28.48 4
SCALE: NOT TO SCALE
R/W
I_
3" ROLLED CURB AND
GUTTER PER ACHD
SD-702 TYP. 2%
t—
EXTEND BASE AND
SUBBASE 6" BEHIND
CURB TYP.
10" OF COMPACTED 6"�
MINUS PIT RUN SUBBASE
COMPACTED
SUBGRADE
R/W
w
F
0
�g5\0L F�
��GENSFO
16970
11-12-21
�OST�TF OF
�7NNE
M. GAP
YJ
JWl
E
>�oy
C
n
�N3 �r
00
�-m
00
O00
x�
O
�v
m w
04
am
" o
Ev
�o
1 _
3
0
x
a
z o
34.00' PUBLIC RIGHT-OF-WAY O
H U
U
v
v
27.00I' 1' N m
0
13.50' S' SIDEWALK 10' UTILITY w
EASEMENT
2 1/2" OF SP-3, 0.50 INCH z
(1/2") MIX, PG 58-28
w
J
4" OF COMPACTED 3/4" CRUSHED
AGGREGATE BASE COURSE
Z 2% I
° 1' FLAT LANDING DESIGNED: C. GRAHAM
\ \ \ \ BEHIND SIDEWALK, TYP. DRAWN: C. GRAHAM
�A VAiAA/ CHECKED: C. GRAHAM
5" THICK CONCRETE OVER 4"
OF 3/4" AGGREGATE BASE APPROVED: C. GRAHAM
COURSE PER ACHD SD-709
PREPARED FOR:
27' PRIVATE STREET SECTION - ATTACHED SIDEWALK G20 LLC
SCALE: NOT TO SCALE C9.1 PO BOX 593
EAGLE, ID 83616
20.00' 7 ^
Q
z z
cn Q
z z u
a °
W
10" OF COMPACTED 3/4" m 2 W
CRUSHED AGGREGATE ZD Lu Q
BASE COURSE N >
20' GRAVEL FIRE/UTILITY ACCESS ROAD 6 W
SCALE: NOT TO SCALE C
02 in
co
Q
CSW PROJECT NO, 19044
DRAWING DATE 11/12/2021
C9.1