HomeMy WebLinkAbout06120001 Large Plan for Old Meridian Place, Sec. 1 pg. 080 +31
L.P. H.P.
1.00% 1+00 1 +28.56 1 +,50
2.08
1.68% L.P. G .CHG.
2 +00 2+50 3 +17.35, 31-29.11
T =50
A =90 °0
R =50' R'
L= 78.60'
T= 50.06'
2 +99.43
0.70%
2 +50
STREET F
1+
GURYIMR
INTERSECTION
STA. 6+91.73
GR.CHG.
1.50%
NTERSE
POI OF TANGENC"
STA 0+34.87
POINT OF CURVATURE
STA. 0 +12.96
INTERSECTION
2.08%
GR.CHG.
0+15.86
CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0 +00
INTERSECTION
STA. 0 +92.22
STA. n i nn r
POINT OF CURVATURE
STA. 1 +29.11
CURVE DATA
A =14 °27'40"
R =150' R/W
L= 37.86'
T= 19.03'
POINT OF TANGENCY
STA. 1+66.97
POINT OF CURVATURE
STA. 4+24.63
POINT OF TANGENCY
STA. 3 +78.03
INTERSE
STA. 0 +32
CTA 1 C. Cr
870
LOW POINT ELEV 865.32
LOW POINT STA 0 +31.31
PVI STA 0 +34.87
PVI ELEV 865.24
A.D. 1.70
K 23.48
2.
860
O
O
O
z
0
H
U
w
W co
H- c0
Z
c0
DATUM ELEV o0
850.00
0 +00
40.00' VC
0 j
ND CONSTRUCTION
TA. 2 +40.66
0 +50
HIGH POINT ELEV 866.08
HIGH POINT STA 1 +28.56
PVI STA 1 +34.87
PVI ELEV 866.24
A.D. -2.68
K 18.62
1 +00
50' RtW VC
SCALE:
1"=50' HOR.
1"=5' VERT.
J IP1. 1 IU.
S A. 0 00 W.
NCY
STA. 3 +41.72 STA. 2 +44
STA. 2 +19 S.
LOW POINT ELEV 863.41
LOW POINT STA 3 +17.35
PVI STA 3 +09.11
PVI ELEV 863.31
A.D. 2.38
K 16.80
SIR
1+50
2+00
2 +50
ET C
3 +00
ago
O
N
OD
cn
2.08%
GR.CHG.
7 +85.
INTERSECTION
STA. 8 +01
STA. 5+85.67 J.
INTERSECTION
STA. 0 +00
STA. 4+42.18 N.
o4
DATUM ELEV
850.00
870
860
O
O
O
z
0
U
CC
z
0
U
CD
w
CO
0 +00
870
860
0
O
0
0)
z
0
U
w
(I)
0!
w
H-
z
DATUM ELEV
850.00
0 +50
OTE:
FOR I \STALLATIO\ OF STOR V1 MAI \S, WATER MAINS,
SANITARY MAI \S, WATER SERV CE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTIO\ OF T -E UTILITY, THE V1I \IMUM
COVER FROM T E TOP OF THE INSTALLED PAVEME \T
TO THE TOP OF T -E I \STALLED PIPE SHALL BE T- E.
PAVEMENT SECT O\ T IC< \ESS (ALL BITUMINOUS A \D
AGGREGATE MAT -RIAL ABOVE T -E SUBGRADE) PLUS
1 -0 IF THE STA \DARD PRACTICE OF THE UTILITY
THAT HAS JU RI SDI CTI O\ OVER THE \STALLATIO\ AS
MORE STRINGENT COVER REQUIREMENT, THE \TORE
STRI \GENT REQUIREME \T SHALL GOV-R
LOW POINT ELEV 864.57
LOW POINT STA 0 +50.86
PVI STA 0 +50.86
PVI ELEV 864.51
A.D. 1.40
K 28.58
40.00' VC
0 +00
0 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
1+00
1+00
1+50
LOW POINT ELEV 864.45
LOW POINT STA 1 +87.04
PVI STA 1 +79.79
PVI ELEV 864.35
A.D. 2.20
K 18.21
1 +50
40.00' VC
2 +00
0%
co
Q
01
z
0
F-
U
2 +00
VFRDA\ TERRACE
2 +50
r 8" S.D.R. 35 P.V.C.
z INV. 852.25
O
d-
p
z
wCO
3 +00
SCALE: 1"=50' HOR.
1"=5' VERT.
3 +50
870
860
4 +00
O
O
O
H-
z
O
1-
U
w
0
Z
DATUM ELKV
850.00
0 +00
HIGH POINT ELEV 867.26
HIGH POINT STA 4 +54.62
PVI STA 4 +54.63
PVI ELEV 867.33
A.D. -1.40
K 28.58
40.00' VC
4 +50
STREET F
0 +50
5 +00
1 +00
SIRF
5+50
SCALE: 1"=50' HOR.
1"=5' VERT.
LOW POINT ELEV 862.12
LOW POINT STA 1+93.79
PVI STA 1 +83.14
PVI ELEV 862.01
A.D. 2.99
K 13.36
1+50
40.00' VC
N
6 +00
2 +00
ET E
6 +50
N
a
z
0
I=
U
z
0
U
0
Z
w
7 +00
7 +50
SCALE: 1 50'
LOW POINT ELEV 864.66
LOW POINT STA 7 +72.36
PVI STA 7 +65.39
PVI ELEV 864.57
A.D. 2.22
K 17.98
40.00' VC_
O
6
03
8 +00
W
J
L�
0
Z
J
a_
W
W
(/1
DRAWN BY:
BAH
SHEET NO.
S &A JOB NO.
52605CTX
C401
CO
w
Q
0
a)
0
W
z
0
z
0
0
z
0
z
CHECKED BY:
EEF
a
C
C
N
oC
d
L
c
L
C,
d-
b
'DE
Ln
co
co
aD
EXISTING
a
GRADE
m
-0.70%
08q
m
1
Tr'
0.70'
.OS
1,'
I-
EXISTING
PROPOSED GRADE
GRADE
(.0
co
4
oU
w
v
U
089•
c
2" R.C.P.
V.= 861.14
J
.111
0.70%
0
2
8" S.I.R. 35 P.V.C.
INV. =8 3.62
0.70%
0
C
L
C
H
C
C
0 8"
INV.
S.D.R.
857.7
65 P.V.C.
12" R.C.P.
INV. 859.52
H
-0.70%
PROPCSED
GRADE
L
C
C
L
C
C
-15
n
EXISTING
GRADE
C
N
n
15 R.C.P.
0 15"
INV.= 858.68
15"
INV.
R.C.P.
=859.42
H-
U
z
w
CI
24" R.0
INV. =85
P.
.85
21" R.C.P.
INV.=
859.16
J
15" R.C.P.
INV.= 859.44
H
L<
C
H
0
I
0 +31
L.P. H.P.
1.00% 1+00 1 +28.56 1 +,50
2.08
1.68% L.P. G .CHG.
2 +00 2+50 3 +17.35, 31-29.11
T =50
A =90 °0
R =50' R'
L= 78.60'
T= 50.06'
2 +99.43
0.70%
2 +50
STREET F
1+
GURYIMR
INTERSECTION
STA. 6+91.73
GR.CHG.
1.50%
NTERSE
POI OF TANGENC"
STA 0+34.87
POINT OF CURVATURE
STA. 0 +12.96
INTERSECTION
2.08%
GR.CHG.
0+15.86
CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0 +00
INTERSECTION
STA. 0 +92.22
STA. n i nn r
POINT OF CURVATURE
STA. 1 +29.11
CURVE DATA
A =14 °27'40"
R =150' R/W
L= 37.86'
T= 19.03'
POINT OF TANGENCY
STA. 1+66.97
POINT OF CURVATURE
STA. 4+24.63
POINT OF TANGENCY
STA. 3 +78.03
INTERSE
STA. 0 +32
CTA 1 C. Cr
870
LOW POINT ELEV 865.32
LOW POINT STA 0 +31.31
PVI STA 0 +34.87
PVI ELEV 865.24
A.D. 1.70
K 23.48
2.
860
O
O
O
z
0
H
U
w
W co
H- c0
Z
c0
DATUM ELEV o0
850.00
0 +00
40.00' VC
0 j
ND CONSTRUCTION
TA. 2 +40.66
0 +50
HIGH POINT ELEV 866.08
HIGH POINT STA 1 +28.56
PVI STA 1 +34.87
PVI ELEV 866.24
A.D. -2.68
K 18.62
1 +00
50' RtW VC
SCALE:
1"=50' HOR.
1"=5' VERT.
J IP1. 1 IU.
S A. 0 00 W.
NCY
STA. 3 +41.72 STA. 2 +44
STA. 2 +19 S.
LOW POINT ELEV 863.41
LOW POINT STA 3 +17.35
PVI STA 3 +09.11
PVI ELEV 863.31
A.D. 2.38
K 16.80
SIR
1+50
2+00
2 +50
ET C
3 +00
ago
O
N
OD
cn
2.08%
GR.CHG.
7 +85.
INTERSECTION
STA. 8 +01
STA. 5+85.67 J.
INTERSECTION
STA. 0 +00
STA. 4+42.18 N.
o4
DATUM ELEV
850.00
870
860
O
O
O
z
0
U
CC
z
0
U
CD
w
CO
0 +00
870
860
0
O
0
0)
z
0
U
w
(I)
0!
w
H-
z
DATUM ELEV
850.00
0 +50
OTE:
FOR I \STALLATIO\ OF STOR V1 MAI \S, WATER MAINS,
SANITARY MAI \S, WATER SERV CE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTIO\ OF T -E UTILITY, THE V1I \IMUM
COVER FROM T E TOP OF THE INSTALLED PAVEME \T
TO THE TOP OF T -E I \STALLED PIPE SHALL BE T- E.
PAVEMENT SECT O\ T IC< \ESS (ALL BITUMINOUS A \D
AGGREGATE MAT -RIAL ABOVE T -E SUBGRADE) PLUS
1 -0 IF THE STA \DARD PRACTICE OF THE UTILITY
THAT HAS JU RI SDI CTI O\ OVER THE \STALLATIO\ AS
MORE STRINGENT COVER REQUIREMENT, THE \TORE
STRI \GENT REQUIREME \T SHALL GOV-R
LOW POINT ELEV 864.57
LOW POINT STA 0 +50.86
PVI STA 0 +50.86
PVI ELEV 864.51
A.D. 1.40
K 28.58
40.00' VC
0 +00
0 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
1+00
1+00
1+50
LOW POINT ELEV 864.45
LOW POINT STA 1 +87.04
PVI STA 1 +79.79
PVI ELEV 864.35
A.D. 2.20
K 18.21
1 +50
40.00' VC
2 +00
0%
co
Q
01
z
0
F-
U
2 +00
VFRDA\ TERRACE
2 +50
r 8" S.D.R. 35 P.V.C.
z INV. 852.25
O
d-
p
z
wCO
3 +00
SCALE: 1"=50' HOR.
1"=5' VERT.
3 +50
870
860
4 +00
O
O
O
H-
z
O
1-
U
w
0
Z
DATUM ELKV
850.00
0 +00
HIGH POINT ELEV 867.26
HIGH POINT STA 4 +54.62
PVI STA 4 +54.63
PVI ELEV 867.33
A.D. -1.40
K 28.58
40.00' VC
4 +50
STREET F
0 +50
5 +00
1 +00
SIRF
5+50
SCALE: 1"=50' HOR.
1"=5' VERT.
LOW POINT ELEV 862.12
LOW POINT STA 1+93.79
PVI STA 1 +83.14
PVI ELEV 862.01
A.D. 2.99
K 13.36
1+50
40.00' VC
N
6 +00
2 +00
ET E
6 +50
N
a
z
0
I=
U
z
0
U
0
Z
w
7 +00
7 +50
SCALE: 1 50'
LOW POINT ELEV 864.66
LOW POINT STA 7 +72.36
PVI STA 7 +65.39
PVI ELEV 864.57
A.D. 2.22
K 17.98
40.00' VC_
O
6
03
8 +00
W
J
L�
0
Z
J
a_
W
W
(/1
DRAWN BY:
BAH
SHEET NO.
S &A JOB NO.
52605CTX
C401
CO
w
Q
0
a)
0
W
z
0
z
0
0
z
0
z
CHECKED BY:
EEF
N
oC
d
L
c
L
C,
I.R
'DE
Ln
co
co
aD
EXISTING
a
GRADE
m
-0.70%
08q
m
1
Tr'
0.70'
.OS
1,'
I-
EXISTING
PROPOSED GRADE
GRADE
v
U
2" R.C.P.
V.= 861.14
.111
0.70%
0
2
8" S.I.R. 35 P.V.C.
INV. =8 3.62
0
C
L
C
H
C
C
0 8"
INV.
S.D.R.
857.7
65 P.V.C.
12" R.C.P.
INV. 859.52
H
L
C
C
L
C
C
L
0 +31
L.P. H.P.
1.00% 1+00 1 +28.56 1 +,50
2.08
1.68% L.P. G .CHG.
2 +00 2+50 3 +17.35, 31-29.11
T =50
A =90 °0
R =50' R'
L= 78.60'
T= 50.06'
2 +99.43
0.70%
2 +50
STREET F
1+
GURYIMR
INTERSECTION
STA. 6+91.73
GR.CHG.
1.50%
NTERSE
POI OF TANGENC"
STA 0+34.87
POINT OF CURVATURE
STA. 0 +12.96
INTERSECTION
2.08%
GR.CHG.
0+15.86
CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0 +00
INTERSECTION
STA. 0 +92.22
STA. n i nn r
POINT OF CURVATURE
STA. 1 +29.11
CURVE DATA
A =14 °27'40"
R =150' R/W
L= 37.86'
T= 19.03'
POINT OF TANGENCY
STA. 1+66.97
POINT OF CURVATURE
STA. 4+24.63
POINT OF TANGENCY
STA. 3 +78.03
INTERSE
STA. 0 +32
CTA 1 C. Cr
870
LOW POINT ELEV 865.32
LOW POINT STA 0 +31.31
PVI STA 0 +34.87
PVI ELEV 865.24
A.D. 1.70
K 23.48
2.
860
O
O
O
z
0
H
U
w
W co
H- c0
Z
c0
DATUM ELEV o0
850.00
0 +00
40.00' VC
0 j
ND CONSTRUCTION
TA. 2 +40.66
0 +50
HIGH POINT ELEV 866.08
HIGH POINT STA 1 +28.56
PVI STA 1 +34.87
PVI ELEV 866.24
A.D. -2.68
K 18.62
1 +00
50' RtW VC
SCALE:
1"=50' HOR.
1"=5' VERT.
J IP1. 1 IU.
S A. 0 00 W.
NCY
STA. 3 +41.72 STA. 2 +44
STA. 2 +19 S.
LOW POINT ELEV 863.41
LOW POINT STA 3 +17.35
PVI STA 3 +09.11
PVI ELEV 863.31
A.D. 2.38
K 16.80
SIR
1+50
2+00
2 +50
ET C
3 +00
ago
O
N
OD
cn
2.08%
GR.CHG.
7 +85.
INTERSECTION
STA. 8 +01
STA. 5+85.67 J.
INTERSECTION
STA. 0 +00
STA. 4+42.18 N.
o4
DATUM ELEV
850.00
870
860
O
O
O
z
0
U
CC
z
0
U
CD
w
CO
0 +00
870
860
0
O
0
0)
z
0
U
w
(I)
0!
w
H-
z
DATUM ELEV
850.00
0 +50
OTE:
FOR I \STALLATIO\ OF STOR V1 MAI \S, WATER MAINS,
SANITARY MAI \S, WATER SERV CE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTIO\ OF T -E UTILITY, THE V1I \IMUM
COVER FROM T E TOP OF THE INSTALLED PAVEME \T
TO THE TOP OF T -E I \STALLED PIPE SHALL BE T- E.
PAVEMENT SECT O\ T IC< \ESS (ALL BITUMINOUS A \D
AGGREGATE MAT -RIAL ABOVE T -E SUBGRADE) PLUS
1 -0 IF THE STA \DARD PRACTICE OF THE UTILITY
THAT HAS JU RI SDI CTI O\ OVER THE \STALLATIO\ AS
MORE STRINGENT COVER REQUIREMENT, THE \TORE
STRI \GENT REQUIREME \T SHALL GOV-R
LOW POINT ELEV 864.57
LOW POINT STA 0 +50.86
PVI STA 0 +50.86
PVI ELEV 864.51
A.D. 1.40
K 28.58
40.00' VC
0 +00
0 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
1+00
1+00
1+50
LOW POINT ELEV 864.45
LOW POINT STA 1 +87.04
PVI STA 1 +79.79
PVI ELEV 864.35
A.D. 2.20
K 18.21
1 +50
40.00' VC
2 +00
0%
co
Q
01
z
0
F-
U
2 +00
VFRDA\ TERRACE
2 +50
r 8" S.D.R. 35 P.V.C.
z INV. 852.25
O
d-
p
z
wCO
3 +00
SCALE: 1"=50' HOR.
1"=5' VERT.
3 +50
870
860
4 +00
O
O
O
H-
z
O
1-
U
w
0
Z
DATUM ELKV
850.00
0 +00
HIGH POINT ELEV 867.26
HIGH POINT STA 4 +54.62
PVI STA 4 +54.63
PVI ELEV 867.33
A.D. -1.40
K 28.58
40.00' VC
4 +50
STREET F
0 +50
5 +00
1 +00
SIRF
5+50
SCALE: 1"=50' HOR.
1"=5' VERT.
LOW POINT ELEV 862.12
LOW POINT STA 1+93.79
PVI STA 1 +83.14
PVI ELEV 862.01
A.D. 2.99
K 13.36
1+50
40.00' VC
N
6 +00
2 +00
ET E
6 +50
N
a
z
0
I=
U
z
0
U
0
Z
w
7 +00
7 +50
SCALE: 1 50'
LOW POINT ELEV 864.66
LOW POINT STA 7 +72.36
PVI STA 7 +65.39
PVI ELEV 864.57
A.D. 2.22
K 17.98
40.00' VC_
O
6
03
8 +00
W
J
L�
0
Z
J
a_
W
W
(/1
DRAWN BY:
BAH
SHEET NO.
S &A JOB NO.
52605CTX
C401
CO
w
Q
0
a)
0
W
z
0
z
0
0
z
0
z
CHECKED BY:
EEF
PROPOSED
I.R
'DE
Ln
co
co
aD
EXISTING
EXISTING
1.50q
PROPOSED
GRADE
GRADE
Ci
N
1
Tr'
0.70'
a
IF
50
1,'
)SE
1--
Li
0C
D
H-
U
.111
8" S.I.R. 35 P.V.C.
INV. =8 3.62
0
C
L
C
H
C
C
0 +31
L.P. H.P.
1.00% 1+00 1 +28.56 1 +,50
2.08
1.68% L.P. G .CHG.
2 +00 2+50 3 +17.35, 31-29.11
T =50
A =90 °0
R =50' R'
L= 78.60'
T= 50.06'
2 +99.43
0.70%
2 +50
STREET F
1+
GURYIMR
INTERSECTION
STA. 6+91.73
GR.CHG.
1.50%
NTERSE
POI OF TANGENC"
STA 0+34.87
POINT OF CURVATURE
STA. 0 +12.96
INTERSECTION
2.08%
GR.CHG.
0+15.86
CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0 +00
INTERSECTION
STA. 0 +92.22
STA. n i nn r
POINT OF CURVATURE
STA. 1 +29.11
CURVE DATA
A =14 °27'40"
R =150' R/W
L= 37.86'
T= 19.03'
POINT OF TANGENCY
STA. 1+66.97
POINT OF CURVATURE
STA. 4+24.63
POINT OF TANGENCY
STA. 3 +78.03
INTERSE
STA. 0 +32
CTA 1 C. Cr
870
LOW POINT ELEV 865.32
LOW POINT STA 0 +31.31
PVI STA 0 +34.87
PVI ELEV 865.24
A.D. 1.70
K 23.48
2.
860
O
O
O
z
0
H
U
w
W co
H- c0
Z
c0
DATUM ELEV o0
850.00
0 +00
40.00' VC
0 j
ND CONSTRUCTION
TA. 2 +40.66
0 +50
HIGH POINT ELEV 866.08
HIGH POINT STA 1 +28.56
PVI STA 1 +34.87
PVI ELEV 866.24
A.D. -2.68
K 18.62
1 +00
50' RtW VC
SCALE:
1"=50' HOR.
1"=5' VERT.
J IP1. 1 IU.
S A. 0 00 W.
NCY
STA. 3 +41.72 STA. 2 +44
STA. 2 +19 S.
LOW POINT ELEV 863.41
LOW POINT STA 3 +17.35
PVI STA 3 +09.11
PVI ELEV 863.31
A.D. 2.38
K 16.80
SIR
1+50
2+00
2 +50
ET C
3 +00
ago
O
N
OD
cn
2.08%
GR.CHG.
7 +85.
INTERSECTION
STA. 8 +01
STA. 5+85.67 J.
INTERSECTION
STA. 0 +00
STA. 4+42.18 N.
o4
DATUM ELEV
850.00
870
860
O
O
O
z
0
U
CC
z
0
U
CD
w
CO
0 +00
870
860
0
O
0
0)
z
0
U
w
(I)
0!
w
H-
z
DATUM ELEV
850.00
0 +50
OTE:
FOR I \STALLATIO\ OF STOR V1 MAI \S, WATER MAINS,
SANITARY MAI \S, WATER SERV CE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTIO\ OF T -E UTILITY, THE V1I \IMUM
COVER FROM T E TOP OF THE INSTALLED PAVEME \T
TO THE TOP OF T -E I \STALLED PIPE SHALL BE T- E.
PAVEMENT SECT O\ T IC< \ESS (ALL BITUMINOUS A \D
AGGREGATE MAT -RIAL ABOVE T -E SUBGRADE) PLUS
1 -0 IF THE STA \DARD PRACTICE OF THE UTILITY
THAT HAS JU RI SDI CTI O\ OVER THE \STALLATIO\ AS
MORE STRINGENT COVER REQUIREMENT, THE \TORE
STRI \GENT REQUIREME \T SHALL GOV-R
LOW POINT ELEV 864.57
LOW POINT STA 0 +50.86
PVI STA 0 +50.86
PVI ELEV 864.51
A.D. 1.40
K 28.58
40.00' VC
0 +00
0 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
1+00
1+00
1+50
LOW POINT ELEV 864.45
LOW POINT STA 1 +87.04
PVI STA 1 +79.79
PVI ELEV 864.35
A.D. 2.20
K 18.21
1 +50
40.00' VC
2 +00
0%
co
Q
01
z
0
F-
U
2 +00
VFRDA\ TERRACE
2 +50
r 8" S.D.R. 35 P.V.C.
z INV. 852.25
O
d-
p
z
wCO
3 +00
SCALE: 1"=50' HOR.
1"=5' VERT.
3 +50
870
860
4 +00
O
O
O
H-
z
O
1-
U
w
0
Z
DATUM ELKV
850.00
0 +00
HIGH POINT ELEV 867.26
HIGH POINT STA 4 +54.62
PVI STA 4 +54.63
PVI ELEV 867.33
A.D. -1.40
K 28.58
40.00' VC
4 +50
STREET F
0 +50
5 +00
1 +00
SIRF
5+50
SCALE: 1"=50' HOR.
1"=5' VERT.
LOW POINT ELEV 862.12
LOW POINT STA 1+93.79
PVI STA 1 +83.14
PVI ELEV 862.01
A.D. 2.99
K 13.36
1+50
40.00' VC
N
6 +00
2 +00
ET E
6 +50
N
a
z
0
I=
U
z
0
U
0
Z
w
7 +00
7 +50
SCALE: 1 50'
LOW POINT ELEV 864.66
LOW POINT STA 7 +72.36
PVI STA 7 +65.39
PVI ELEV 864.57
A.D. 2.22
K 17.98
40.00' VC_
O
6
03
8 +00
W
J
L�
0
Z
J
a_
W
W
(/1
DRAWN BY:
BAH
SHEET NO.
S &A JOB NO.
52605CTX
C401
CO
w
Q
0
a)
0
W
z
0
z
0
0
z
0
z
CHECKED BY:
EEF
PROPOSED
I.R
'DE
EXISTING
-1.00%
GRAZE
or
2 29
0.70'
Os"
1,'
15" R.C.P.
INV.=-E59.05
PROPOSED
WATER
12" R.C.P.
INV. 858.19
PROPOSED
WATER
U
.111
8" S.I.R. 35 P.V.C.
INV. =8 3.62
0 +31
L.P. H.P.
1.00% 1+00 1 +28.56 1 +,50
2.08
1.68% L.P. G .CHG.
2 +00 2+50 3 +17.35, 31-29.11
T =50
A =90 °0
R =50' R'
L= 78.60'
T= 50.06'
2 +99.43
0.70%
2 +50
STREET F
1+
GURYIMR
INTERSECTION
STA. 6+91.73
GR.CHG.
1.50%
NTERSE
POI OF TANGENC"
STA 0+34.87
POINT OF CURVATURE
STA. 0 +12.96
INTERSECTION
2.08%
GR.CHG.
0+15.86
CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0 +00
INTERSECTION
STA. 0 +92.22
STA. n i nn r
POINT OF CURVATURE
STA. 1 +29.11
CURVE DATA
A =14 °27'40"
R =150' R/W
L= 37.86'
T= 19.03'
POINT OF TANGENCY
STA. 1+66.97
POINT OF CURVATURE
STA. 4+24.63
POINT OF TANGENCY
STA. 3 +78.03
INTERSE
STA. 0 +32
CTA 1 C. Cr
870
LOW POINT ELEV 865.32
LOW POINT STA 0 +31.31
PVI STA 0 +34.87
PVI ELEV 865.24
A.D. 1.70
K 23.48
2.
860
O
O
O
z
0
H
U
w
W co
H- c0
Z
c0
DATUM ELEV o0
850.00
0 +00
40.00' VC
0 j
ND CONSTRUCTION
TA. 2 +40.66
0 +50
HIGH POINT ELEV 866.08
HIGH POINT STA 1 +28.56
PVI STA 1 +34.87
PVI ELEV 866.24
A.D. -2.68
K 18.62
1 +00
50' RtW VC
SCALE:
1"=50' HOR.
1"=5' VERT.
J IP1. 1 IU.
S A. 0 00 W.
NCY
STA. 3 +41.72 STA. 2 +44
STA. 2 +19 S.
LOW POINT ELEV 863.41
LOW POINT STA 3 +17.35
PVI STA 3 +09.11
PVI ELEV 863.31
A.D. 2.38
K 16.80
SIR
1+50
2+00
2 +50
ET C
3 +00
ago
O
N
OD
cn
2.08%
GR.CHG.
7 +85.
INTERSECTION
STA. 8 +01
STA. 5+85.67 J.
INTERSECTION
STA. 0 +00
STA. 4+42.18 N.
o4
DATUM ELEV
850.00
870
860
O
O
O
z
0
U
CC
z
0
U
CD
w
CO
0 +00
870
860
0
O
0
0)
z
0
U
w
(I)
0!
w
H-
z
DATUM ELEV
850.00
0 +50
OTE:
FOR I \STALLATIO\ OF STOR V1 MAI \S, WATER MAINS,
SANITARY MAI \S, WATER SERV CE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTIO\ OF T -E UTILITY, THE V1I \IMUM
COVER FROM T E TOP OF THE INSTALLED PAVEME \T
TO THE TOP OF T -E I \STALLED PIPE SHALL BE T- E.
PAVEMENT SECT O\ T IC< \ESS (ALL BITUMINOUS A \D
AGGREGATE MAT -RIAL ABOVE T -E SUBGRADE) PLUS
1 -0 IF THE STA \DARD PRACTICE OF THE UTILITY
THAT HAS JU RI SDI CTI O\ OVER THE \STALLATIO\ AS
MORE STRINGENT COVER REQUIREMENT, THE \TORE
STRI \GENT REQUIREME \T SHALL GOV-R
LOW POINT ELEV 864.57
LOW POINT STA 0 +50.86
PVI STA 0 +50.86
PVI ELEV 864.51
A.D. 1.40
K 28.58
40.00' VC
0 +00
0 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
1+00
1+00
1+50
LOW POINT ELEV 864.45
LOW POINT STA 1 +87.04
PVI STA 1 +79.79
PVI ELEV 864.35
A.D. 2.20
K 18.21
1 +50
40.00' VC
2 +00
0%
co
Q
01
z
0
F-
U
2 +00
VFRDA\ TERRACE
2 +50
r 8" S.D.R. 35 P.V.C.
z INV. 852.25
O
d-
p
z
wCO
3 +00
SCALE: 1"=50' HOR.
1"=5' VERT.
3 +50
870
860
4 +00
O
O
O
H-
z
O
1-
U
w
0
Z
DATUM ELKV
850.00
0 +00
HIGH POINT ELEV 867.26
HIGH POINT STA 4 +54.62
PVI STA 4 +54.63
PVI ELEV 867.33
A.D. -1.40
K 28.58
40.00' VC
4 +50
STREET F
0 +50
5 +00
1 +00
SIRF
5+50
SCALE: 1"=50' HOR.
1"=5' VERT.
LOW POINT ELEV 862.12
LOW POINT STA 1+93.79
PVI STA 1 +83.14
PVI ELEV 862.01
A.D. 2.99
K 13.36
1+50
40.00' VC
N
6 +00
2 +00
ET E
6 +50
N
a
z
0
I=
U
z
0
U
0
Z
w
7 +00
7 +50
SCALE: 1 50'
LOW POINT ELEV 864.66
LOW POINT STA 7 +72.36
PVI STA 7 +65.39
PVI ELEV 864.57
A.D. 2.22
K 17.98
40.00' VC_
O
6
03
8 +00
W
J
L�
0
Z
J
a_
W
W
(/1
DRAWN BY:
BAH
SHEET NO.
S &A JOB NO.
52605CTX
C401
CO
w
Q
0
a)
0
W
z
0
z
0
0
z
0
z
CHECKED BY:
EEF
_s
L.P. H.P.
1.00% 1+00 1 +28.56 1 +,50
2.08
1.68% L.P. G .CHG.
2 +00 2+50 3 +17.35, 31-29.11
T =50
A =90 °0
R =50' R'
L= 78.60'
T= 50.06'
2 +99.43
0.70%
2 +50
STREET F
1+
GURYIMR
INTERSECTION
STA. 6+91.73
GR.CHG.
1.50%
NTERSE
POI OF TANGENC"
STA 0+34.87
POINT OF CURVATURE
STA. 0 +12.96
INTERSECTION
2.08%
GR.CHG.
0+15.86
CONSTRUCTION
BEGIN CONSTRUCTION
STA. 0 +00
INTERSECTION
STA. 0 +92.22
STA. n i nn r
POINT OF CURVATURE
STA. 1 +29.11
CURVE DATA
A =14 °27'40"
R =150' R/W
L= 37.86'
T= 19.03'
POINT OF TANGENCY
STA. 1+66.97
POINT OF CURVATURE
STA. 4+24.63
POINT OF TANGENCY
STA. 3 +78.03
INTERSE
STA. 0 +32
CTA 1 C. Cr
870
LOW POINT ELEV 865.32
LOW POINT STA 0 +31.31
PVI STA 0 +34.87
PVI ELEV 865.24
A.D. 1.70
K 23.48
2.
860
O
O
O
z
0
H
U
w
W co
H- c0
Z
c0
DATUM ELEV o0
850.00
0 +00
40.00' VC
0 j
ND CONSTRUCTION
TA. 2 +40.66
0 +50
HIGH POINT ELEV 866.08
HIGH POINT STA 1 +28.56
PVI STA 1 +34.87
PVI ELEV 866.24
A.D. -2.68
K 18.62
1 +00
50' RtW VC
SCALE:
1"=50' HOR.
1"=5' VERT.
J IP1. 1 IU.
S A. 0 00 W.
NCY
STA. 3 +41.72 STA. 2 +44
STA. 2 +19 S.
LOW POINT ELEV 863.41
LOW POINT STA 3 +17.35
PVI STA 3 +09.11
PVI ELEV 863.31
A.D. 2.38
K 16.80
SIR
1+50
2+00
2 +50
ET C
3 +00
ago
O
N
OD
cn
2.08%
GR.CHG.
7 +85.
INTERSECTION
STA. 8 +01
STA. 5+85.67 J.
INTERSECTION
STA. 0 +00
STA. 4+42.18 N.
o4
DATUM ELEV
850.00
870
860
O
O
O
z
0
U
CC
z
0
U
CD
w
CO
0 +00
870
860
0
O
0
0)
z
0
U
w
(I)
0!
w
H-
z
DATUM ELEV
850.00
0 +50
OTE:
FOR I \STALLATIO\ OF STOR V1 MAI \S, WATER MAINS,
SANITARY MAI \S, WATER SERV CE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTIO\ OF T -E UTILITY, THE V1I \IMUM
COVER FROM T E TOP OF THE INSTALLED PAVEME \T
TO THE TOP OF T -E I \STALLED PIPE SHALL BE T- E.
PAVEMENT SECT O\ T IC< \ESS (ALL BITUMINOUS A \D
AGGREGATE MAT -RIAL ABOVE T -E SUBGRADE) PLUS
1 -0 IF THE STA \DARD PRACTICE OF THE UTILITY
THAT HAS JU RI SDI CTI O\ OVER THE \STALLATIO\ AS
MORE STRINGENT COVER REQUIREMENT, THE \TORE
STRI \GENT REQUIREME \T SHALL GOV-R
LOW POINT ELEV 864.57
LOW POINT STA 0 +50.86
PVI STA 0 +50.86
PVI ELEV 864.51
A.D. 1.40
K 28.58
40.00' VC
0 +00
0 +50
SCALE: 1"=50' HOR.
1"=5' VERT.
1+00
1+00
1+50
LOW POINT ELEV 864.45
LOW POINT STA 1 +87.04
PVI STA 1 +79.79
PVI ELEV 864.35
A.D. 2.20
K 18.21
1 +50
40.00' VC
2 +00
0%
co
Q
01
z
0
F-
U
2 +00
VFRDA\ TERRACE
2 +50
r 8" S.D.R. 35 P.V.C.
z INV. 852.25
O
d-
p
z
wCO
3 +00
SCALE: 1"=50' HOR.
1"=5' VERT.
3 +50
870
860
4 +00
O
O
O
H-
z
O
1-
U
w
0
Z
DATUM ELKV
850.00
0 +00
HIGH POINT ELEV 867.26
HIGH POINT STA 4 +54.62
PVI STA 4 +54.63
PVI ELEV 867.33
A.D. -1.40
K 28.58
40.00' VC
4 +50
STREET F
0 +50
5 +00
1 +00
SIRF
5+50
SCALE: 1"=50' HOR.
1"=5' VERT.
LOW POINT ELEV 862.12
LOW POINT STA 1+93.79
PVI STA 1 +83.14
PVI ELEV 862.01
A.D. 2.99
K 13.36
1+50
40.00' VC
N
6 +00
2 +00
ET E
6 +50
N
a
z
0
I=
U
z
0
U
0
Z
w
7 +00
7 +50
SCALE: 1 50'
LOW POINT ELEV 864.66
LOW POINT STA 7 +72.36
PVI STA 7 +65.39
PVI ELEV 864.57
A.D. 2.22
K 17.98
40.00' VC_
O
6
03
8 +00
W
J
L�
0
Z
J
a_
W
W
(/1
DRAWN BY:
BAH
SHEET NO.
S &A JOB NO.
52605CTX
C401
CO
w
Q
0
a)
0
W
z
0
z
0
0
z
0
z
CHECKED BY:
EEF