HomeMy WebLinkAboutpg. 07 C401 Street Plan & Profiles0.61% 0+50
11
II
124 I
I' I
OR DETAIL
S SHT. #0403
0.60% 3
2+50 3
TA. 1+60.24
TA. 3 +19.33 N.
CURVE DATA
D =28 °38'42"
R= 200.00'
•L- 99.99'
T= �i•,
POINT OF CURV►
STA. 7 +68.27
115
POINT OF TANGEN
A. 6 +60.64
117
CURVE DATA
D =7 °28'20"
R= 400.00'
L=52.17'
6.12'
HEATHERMOOR PARK DRIVE NORTH o.60% 3
3+50 4+00 4+50 5 +00 5 1 96 60.65
1 0 71 1%
6+00
D CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0+00
0
DATUM ELEV
900.00
0 +00
1
SCALE: 1 H OR.
1" =5' VERT.
HEATHER
V
0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00
OOR PAR
LOW POINT ELEV 913.33
LOW POINT STA 5 +13.96
PVI STA 5 +15.65
PVI ELEV 913.26
A.D. 1.31
K 30.47
DRVF
NOR HH
141
140
142
920
9100
0
z
0
U
0
CC
H
(n
z
0
U
z
DATUM ELEV m
900.00
LOW POINT ELEV 912.85
LOW POINT STA 0 +54.93
PVI STA 0 +54.22
PVI ELEV 912.79
A.D. 1.18
K 34.03
40.00' VC
0)
N
N
0
0)
0 +00 0 +50 1+00
143
TERSECTION
STA. 1 +30.08
STA. 9 +09.36 E.
BEGIN CONSTRUCTION
STA. 0 +00
SCALE: 1"=50' HOR.
1"=5 VERT.
SHALLOW BROO
CLOSE
SCALE: 1"= 50'
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NOTE: THERE SHALL BE A 12" vlIN. COVER
FROv1 TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSINGS.
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CONSULTING ENGINEERS
LAND SURVEYORS
REVISIONS
REVISED PER TAC COMMENTS
r BVCS: 0 +1
BVCE: 91
z
o
o EVCS: 0+
m
EVCE: 91.
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0.57%
PROPOSED GRADE
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INV.= 908.73±
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GRADE CHANGE
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0.61% 0+50
11
II
124 I
I' I
OR DETAIL
S SHT. #0403
0.60% 3
2+50 3
TA. 1+60.24
TA. 3 +19.33 N.
CURVE DATA
D =28 °38'42"
R= 200.00'
•L- 99.99'
T= �i•,
POINT OF CURV►
STA. 7 +68.27
115
POINT OF TANGEN
A. 6 +60.64
117
CURVE DATA
D =7 °28'20"
R= 400.00'
L=52.17'
6.12'
HEATHERMOOR PARK DRIVE NORTH o.60% 3
3+50 4+00 4+50 5 +00 5 1 96 60.65
1 0 71 1%
6+00
D CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0+00
0
DATUM ELEV
900.00
0 +00
1
SCALE: 1 H OR.
1" =5' VERT.
HEATHER
V
0 +50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00
OOR PAR
LOW POINT ELEV 913.33
LOW POINT STA 5 +13.96
PVI STA 5 +15.65
PVI ELEV 913.26
A.D. 1.31
K 30.47
DRVF
NOR HH
141
140
142
920
9100
0
z
0
U
0
CC
H
(n
z
0
U
z
DATUM ELEV m
900.00
LOW POINT ELEV 912.85
LOW POINT STA 0 +54.93
PVI STA 0 +54.22
PVI ELEV 912.79
A.D. 1.18
K 34.03
40.00' VC
0)
N
N
0
0)
0 +00 0 +50 1+00
143
TERSECTION
STA. 1 +30.08
STA. 9 +09.36 E.
BEGIN CONSTRUCTION
STA. 0 +00
SCALE: 1"=50' HOR.
1"=5 VERT.
SHALLOW BROO
CLOSE
SCALE: 1"= 50'
,,,,11111M,,,,,
STPp�
�G1ST
N o. •s=
193 STATE
-o TE OF Q
NDOE
NOTE: THERE SHALL BE A 12" vlIN. COVER
FROv1 TOP OF PIPE TO BOTTOM OF PAVEMENT
ON ALL STREET PIPE CROSSINGS.
0
m
W
J 0
J Z cr
Fi—
W
W
m
W
v W
0
Q
N II
co
SHEET NO.
m
W
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Q
0
Q
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a
0
z
z
Lt
z_
D
0
Z
0
U
r W
V J
0
W
0
V1
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ch
U
CONSULTING ENGINEERS
LAND SURVEYORS
REVISIONS
REVISED PER TAC COMMENTS