HomeMy WebLinkAbout8.0 Road Plan & Profile5540
5520
5500
5490
N
Fri
Lf)
0
\
N\O
CULVERT
LOW POINT
PC = 2+24.47
Cil
-r
0)
O
0
I
Bldg. Env. Lot
1
1
1
1
1
Bldg. Env. Lot 2
Bldg. Env. Lot 3
—I
R+v fancIn maw
1
=Bldg. Env. Lo
II
JL
,11•116. Aannomp.....11.111NWIMINIIMMM•laMMIN11.111111•IMID.MMIIM
Bldg. Env. Lot 5
11100
(96. -t
PT = 1+48
Gas
Lot �1
NOTES:
1. PROVIDE 3% SUPERELEVATION AT ALL CURVES
2. FINISHED GRADE MAY VARY FROM THE DESIGN PROFILE TO MEET FIELD CONDITIOrS,
MAXIMUM GRADE MAY NOT EXCEED 4%.
3. CULVERT PIPES SHALL HAVE A SLOPE OF 2% AND 12" OF MINIMUM COVER
4. SEE UTILITY PLAN FOR THE LOCATION OF UTILITY PIPE SLEEVES
N
0
10
J
W
0
+
O_.
h
03
0
3-
0
LOW POINT ? ELEV = 5495.94
LOW POINT STA = 2+77.15
PVI STA = 2+25.12
PVI ELEV = 5494.23
A.D. = 5.80
K = 47.38
N
v)
10
J
UJ
275.00' VC
C0
N)
0
(0
0)
d-_
L1)
18"
i
/
a
o
•
—I
12" CULVERT
AT LOW POINT/
O
U
n
ORIGINAL GROUND
O
4
a
1J
N
c0
U)
u)
i
17+00
1 of �-
-0
c)
Lot 5
2" CULVERT
A HIGH POINT
Qc
PT = 20+64.27
PC = 21+93.511
II
A
Eq+o
1_ o t 6
Bldg. Env. Lot 6
Gast
PVI STA = 20+00
PVI ELEV = 5522.00
A.D. = 1.85
K = 54.05
100.00' VC
U)
LC)
0
0
N
N
10
100
GRAPHIC SCALE
0 50 100
200
400
(nJFEET )
1 inch = 100 ft.
'fines
12"
CU LVEPT
PROPOSED FINISHED GRADE
(TOP OF GRAVEL)
1.00%
L
1" = 100' HORZ.
1" = 10' VERT
2+00
4+00
6+00
8+00
10+00
12+00
14+00
16+00
18+00
h
N)
N
0
E
200.00' VC
0
HIGH POINT ELEV = 5533.12
HIGH POINT STA = 24+48.48
PVI STA = 24+31.72
PVI ELEV = 5534.30
A.D. = -4.38
K = 40.97
RIVERVIEW RANCH ROW PROFILE
N)
v)
N
N
LC)
N
N
20+00
Ln
N
Lt)
03
lf)
Li)
00
U)
Ln
0
N
U)
22+00
10
Ln
LC)
O
oo
N)
LC)
LC)
00
N)
LC)
24+00
CO
00
12"
N CULVERT
150.00' VC
F
LOW POINT ELEV = 5525.76
LOW POINT STA = 28+77.37
PV1 STA = 29+01.85
PVI ELEV = 5524.75
A.D. = 6.03
K = 24.87
LO
in
5532.79
5531.5
5530.88
5529.5
N
to
Ln
10
to
N
Loi -0
in
to
ir)
5525.86
5526.8
5528.68 I
5504.60
5506.7
5506.40
5508.8
5508.21
5511.0
5510.01
5512.8
5511.82
5514.3
5513.62
5515.9
5515.42
5517.4
N
O
LC)
ro
0)Q)
10d-
1.0
N
Lf)
'min
0)�
d'
cDCD
00P
O)�
H
r,,_
•�Lnin
LC)
O)cn
LC)
Ln0
00
Ln
`t'
00
I-
LC)
N
Or-
L�LC)
00
00�
Ln
OO
Ln In
O
l2
O
O
Ln Ln
2+00
4+00
6+00
8+00
10+00
12+00
14+00
16+00
18+00
h
N)
N
0
E
200.00' VC
0
HIGH POINT ELEV = 5533.12
HIGH POINT STA = 24+48.48
PVI STA = 24+31.72
PVI ELEV = 5534.30
A.D. = -4.38
K = 40.97
RIVERVIEW RANCH ROW PROFILE
N)
v)
N
N
LC)
N
N
20+00
Ln
N
Lt)
03
lf)
Li)
00
U)
Ln
0
N
U)
22+00
10
Ln
LC)
O
oo
N)
LC)
LC)
00
N)
LC)
24+00
CO
00
12"
N CULVERT
150.00' VC
F
LOW POINT ELEV = 5525.76
LOW POINT STA = 28+77.37
PV1 STA = 29+01.85
PVI ELEV = 5524.75
A.D. = 6.03
K = 24.87
LO
in
5532.79
5531.5
5530.88
5529.5
N
to
Ln
10
to
N
Loi -0
in
to
ir)
5525.86
5526.8
5528.68 I
28+00
30+00
APPROVED FOR CONSTRUCTION
AND HYDROLOGISTS
Ct
0
00
N
N
vi
0 In
Z 14-
0 In
85 00
cin
um.
in 0
co ix
,;(
cc <
a.
cc 0
11.1
> cc
cc
REVISIONS
DATE BY
DATE
12/10/99
SCALE
ENGINEER
P. BELAU
DWG FILE
455 -ROAD
JOB
455-01
SHEET
OF
5 SHEETS