HomeMy WebLinkAboutpg. 06 C400 Street Plan & ProfilesEND CONSTRUCTION
HEATti 6 ERM09 o R
R =600.Q
L=426.3
T =222.6
A, INTERSECTION
STA. 6 +71.18
STA. 0 +00 E.
C.A X24
2.08% 1 2.e:%
D13,1 NORTH CHG. N GR. CHG.
1 +44.38q, 1+76.10 2+ 00
I FOR DETAIL
nf SEE SHT. #0403
0.60%
2+50
1
P T OF CURVATURE
STA. 5+04.03
9+ 0.41
0
0
0
0
1
i
BEGIN CONSTRUCTION
STA. 0 +00
2.08%
a' GR. CHG.
�z 0 +15.86
FOR DETAIL
SEE SHT. #C403
L_
129
130
TWIN LAKES DRIVE 1.12%
0 +50 1 +00 1 +50
HEATH
3 +50
1
920
910 0
0
Q
z
0
H
0
D
H
z
0
0
z
(.0
DATUM ELEV °D
900.00
N
00
re
rn
N
00
V
0 +00
4 +s ue
139
0 +50
1+00
140
1 +50
2+00
END CONSTRUCTION
STA. 1+54.42
INTERSECTION
STA. 0 +00
STA. 5 +88.62 SE.
1 A 1
n
N
N
f-
V)
0
z
w
z
Lc
0
1-
O
1
2 +50
C.A. #25
I
HIGH POINT ELEV 915.63
HIGH POINT STA 3 +17.57
PVI STA 3 +19.33
PVI ELEV 915.69
A.D. -1.28
K 31.15
40.00' VC
u)
Lri
0)
Li
0
LU
3 +00
M
0
oi
r7
rr)
O
w
0
3 +50
609
SCALE: 1 =50' HOR.
1"=5' VERT.
4 +00
-0.70%
4 +50
LOW POINT ELEV 914.46
LOW POINT STA 5 +05.57
PVI STA 5 +04.03
PVI ELEV 914.40
A.D. 1.30
K 30.85
0
m
40.00' VC
10
O
Li
0
tb
r7
O
5 +00
H
z
0
1-
0
w
(1)
w
z
DATUM ELEV
900.00
0+00 0+50 1+00 1+50
TWI\ LA<FS CRCLE WES
rO
O
N
(n
O
w
0
w
920
910
O
O
0
EXISTING
12" R.C.P.
INV.= 910.93±
5 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
PROPOSED GRADE
GRADE
6 +00
HIGH POINT ELEV 915.34
HIGH POINT STA 6 +71.12
PVI STA 6 +71.18
PVI ELEV 915.40
A.D. -1.20
K 33.33
10
LOW POINT ELEV 912.27
LOW POINT STA 1 +43.66
PVI STA 1+43.62
PVI ELEV 912.21
A.D. 1.20
K 33.26
N
N
16
0)
NOTE: THERE SHALL BE A 12" V1IN. COVER
FROM TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSIk GS.
40.00' VC
00
N
m
6 +50
FOUR SFASO\S WAY
40.00' VC
r7
00
0)
N
16
7 +00
N
O
16
CO
10
0
w
0)
N
O
N
0)
w
0
w
00
O
O
7 +50
03
N
(7
8 +00
8 +50
LOW POINT ELEV 913.90
LOW POINT STA 9 +30.44
PVI STA 9 +30.40
PVI ELEV 913.84
A.D. 1.20
K 33.29
18" R
INV.=
SCALE: 1"= 50'
STOEPp
S
G\STE C
7 No. s'
-1 1‘.. STATE OF 1 Q
'0 S /ONAL °4 ,0•`
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9 +00
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C400
SA4176084\dwg\C400-Street Plan Profile.dwg, Layout1, 8/26/2004 1:12:54 PM, Noy, 1:1
CONSULTING ENGINEERS
LAND SURVEYORS
INTERSECTION STA. 6+71.18
REVISED PER TAC COMMENTS
EPVCS: 2+99.33
EVCS: 9+50.40
CERTIFIED
REVISIONS
EXI
STING GRADE
:S0A9
'Z L6 :]3A8
8
-0.60
PR3POSED
GRADE
0
99
27" R.C.P.
NV.= 906.18±
<t z
O
913.31
GRADE CHANGE
86
0
x
I-
V)
Z
0
O
0
z
w
L L6
Z6'Z L6
LL 7 L6
Z971.6
L6
Z71.6
END CONSTRUCTION
HEATti 6 ERM09 o R
R =600.Q
L=426.3
T =222.6
A, INTERSECTION
STA. 6 +71.18
STA. 0 +00 E.
C.A X24
2.08% 1 2.e:%
D13,1 NORTH CHG. N GR. CHG.
1 +44.38q, 1+76.10 2+ 00
I FOR DETAIL
nf SEE SHT. #0403
0.60%
2+50
1
P T OF CURVATURE
STA. 5+04.03
9+ 0.41
0
0
0
0
1
i
BEGIN CONSTRUCTION
STA. 0 +00
2.08%
a' GR. CHG.
�z 0 +15.86
FOR DETAIL
SEE SHT. #C403
L_
129
130
TWIN LAKES DRIVE 1.12%
0 +50 1 +00 1 +50
HEATH
3 +50
1
920
910 0
0
Q
z
0
H
0
D
H
z
0
0
z
(.0
DATUM ELEV °D
900.00
N
00
re
rn
N
00
V
0 +00
4 +s ue
139
0 +50
1+00
140
1 +50
2+00
END CONSTRUCTION
STA. 1+54.42
INTERSECTION
STA. 0 +00
STA. 5 +88.62 SE.
1 A 1
n
N
N
f-
V)
0
z
w
z
Lc
0
1-
O
1
2 +50
C.A. #25
I
HIGH POINT ELEV 915.63
HIGH POINT STA 3 +17.57
PVI STA 3 +19.33
PVI ELEV 915.69
A.D. -1.28
K 31.15
40.00' VC
u)
Lri
0)
Li
0
LU
3 +00
M
0
oi
r7
rr)
O
w
0
3 +50
609
SCALE: 1 =50' HOR.
1"=5' VERT.
4 +00
-0.70%
4 +50
LOW POINT ELEV 914.46
LOW POINT STA 5 +05.57
PVI STA 5 +04.03
PVI ELEV 914.40
A.D. 1.30
K 30.85
0
m
40.00' VC
10
O
Li
0
tb
r7
O
5 +00
H
z
0
1-
0
w
(1)
w
z
DATUM ELEV
900.00
0+00 0+50 1+00 1+50
TWI\ LA<FS CRCLE WES
rO
O
N
(n
O
w
0
w
920
910
O
O
0
EXISTING
12" R.C.P.
INV.= 910.93±
5 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
PROPOSED GRADE
GRADE
6 +00
HIGH POINT ELEV 915.34
HIGH POINT STA 6 +71.12
PVI STA 6 +71.18
PVI ELEV 915.40
A.D. -1.20
K 33.33
10
LOW POINT ELEV 912.27
LOW POINT STA 1 +43.66
PVI STA 1+43.62
PVI ELEV 912.21
A.D. 1.20
K 33.26
N
N
16
0)
NOTE: THERE SHALL BE A 12" V1IN. COVER
FROM TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSIk GS.
40.00' VC
00
N
m
6 +50
FOUR SFASO\S WAY
40.00' VC
r7
00
0)
N
16
7 +00
N
O
16
CO
10
0
w
0)
N
O
N
0)
w
0
w
00
O
O
7 +50
03
N
(7
8 +00
8 +50
LOW POINT ELEV 913.90
LOW POINT STA 9 +30.44
PVI STA 9 +30.40
PVI ELEV 913.84
A.D. 1.20
K 33.29
18" R
INV.=
SCALE: 1"= 50'
STOEPp
S
G\STE C
7 No. s'
-1 1‘.. STATE OF 1 Q
'0 S /ONAL °4 ,0•`
0
m
9 +00
40.00' VC
0
m
.C.P.
D08.61±,
19358
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10
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0
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0
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0.60%
Lei
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W
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L.�
0
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0
W
W
r
m LL
w
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V)
X
0
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CO
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6 II
SHEET Na
JOB N(14176034
m
0'
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0
0
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0
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W
0
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z
W
U
C400
SA4176084\dwg\C400-Street Plan Profile.dwg, Layout1, 8/26/2004 1:12:54 PM, Noy, 1:1
CONSULTING ENGINEERS
LAND SURVEYORS
INTERSECTION STA. 6+71.18
REVISED PER TAC COMMENTS
EPVCS: 2+99.33
EVCS: 9+50.40
CERTIFIED
REVISIONS