Download - 60X36 THESE PLANS ARE UNFINISHED
Transcript
C O
N S
C O
N S
C O
N S
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ADDITIONAL EASEMENTS FOR UTILITY
RELOCATIONS MAY BE REQUIRED
LOCH
SHEET NO.
14A - 14B
1G(1) - 1G(9)
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
Existing Right of Way
F ib
P u ll B
8 " P
Traffic Signal Cabinets 800063
O n P o le
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
A )
A )
A )
S7
S7
S9
S9
S9
9 '
In P l. 1 5 6 . 5 ' o f 2 4 "
R C P ip
Guardrail
Asphalt
Asphalt
Asphalt
Guardrail
Guardrail
n
n
n
n
Conc. Ditch
Conc. Ditch
Conc. Ditch
n
6 "
n
O f 4 8 "
R C P ip
m
Planter
n
n
n
#1835
Mixed Hardwoods & Brush
v .
n
"L if e
Conc. Curb & Gutter
In v . In =
O f 4 "
n
Conc. Ditch
Paved Shoulder
0 '
In P l. 1 7 6 . 0 ' o f 4 2 "
R C P ip
In v . In =
R C P ip
R C P ip
0 '
In P l. 1 6 8 . 5 ' o f 3 0 "
R C P ip
C it y O f S a le
m R o a n o k e C o u n ty
Roanoke County
n
Paved Shoulder
n
P a v e d S h o u ld
e r
P a v e d S h o u ld
e r
C u r b Is la
n d
Mixed Hardwoods/Softwoods
Metal Guardrail
n
n
u rb
n
n
8 "
n
n
8 "
Flag Pole
6" Redbud
n
M e ta l S ig
n "M il e 14
1. 4 "
n
n
n
n "M il e 14
1. 4 "
M e ta l S ig
n
n
n
n
n
n "M il e 14
1. 5 "
Woven Wire Fence (Down)
C o n c .
n d
u rb
nt ra
nc e
R am
xit R am
ntr an ce R
C on
Co nc. D itc
W ir e F e n c e
(CTC)
F en ce
R /
W
W
P r o j e c t 0 0 8 1- 0 8 0 -0
0 1, R
( S 18 °0 5 '5
4 " E
00 81-
08 0-0
01, RW-
20 2
Pe r V
DOT P roj
ect
0 0 8 1- 0 8 0 -0
0 1, R
W -2
0 2
E x is ti n g L im it e d
A c c e s s P e r V
D O T P r o j e c t
00 81-
08 0-0
01, RW-2
E xi st . R /
1-0 80 -0 01 ,R
W -2 02
& L. A . P ro j. 0 08
1-0 80 -0 01 ,R
W -2 02
E x is t. R /
W
0 1, R
W
0 1, R
0 1, R
W
0 0 8 1- 0 8 0 -0
0 1, R
W
0081-080-001, RW-202 Exist. R/W & L. A. Proj. Project
0081-080-001, RW-202
Exist. R/W & L. A. Proj.
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
Private V ariable W
idth Drai nage Eas
ement Ins trument# 20
en t a
en t In
Private Variable Width Drainage Easement Instrument# 201500605
City Of Salem Electric Easement D. B. 1197 Pg. 1592City Of Salem Electric Easement D. B. 1197 Pg. 1592
(U n d er
N ot D
n a te d )
E x is ti n g 2 0 ' A E P F ib er O p ti c E a s em
en t
C en te r ed O ve r U n d er
g r ou
n d L in e In s tr u
m en t# 2 0 0 8 0 9 6 9 6
Instrum ent# 2
S torm
S torm
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
IP
Inst.# PB201604087 EDWARD ROSE DEVELOPMENT COMPANT LLC
TAX MAP# 036.10-01-14.03-0000 46.4 AC.
Inst.# PB0123400254 APPALACHIAN POWER COMPANY
TAX MAP# 036.11-02-04.02-0000
TAX MAP# 036.11-03-01.00-0000
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
4 3 2
A )
A )
A )
2 .7
8 .6
9 3 7 2 3 7 3 3 7 4 3
7 5 3
7 6 3
7 7 3
END CONSTRUCTION
C
FC
C
2 .9
+0 8 .2
8 .2
2 .4
9 .7
P T 3 6 9 +6
5 .9
P C 3 0 0 0 +0
0 .0
8 .0 5
9 .6
5 .6
0 0 93
5 .9
0 .0
3 2 0 1
3 2 0 2
3 2 0 3
+3 7 .17
P O
0 .0
+2 6 .8
+3 1. 2 5
SB I81 CONST. B.L.
STA. 3002+50.00
STA. 3111+00.00
STA. 3203+00.00
STA. 3311+75.00
BEGIN PROJECT 0081-080-946, B681
END PROJECT 0081-080-946, B682
(Under Construction by Others)
B
L
25 MPHDS = 25 MPHDS =
E =6.80% E =7.30%
35 MPHDS =
7.90%E =
Curve C23
25 MPHDS =
5.80%E =
Curve C26
35 MPHDS =
7.80%E =
24.00' RT
STA. 362+04.09 I81 NB CONST. B.L.
BEGIN CONSTRUCTION
24.00' RT
STA. 369+43.82 I81 NB CONST. B.L.
END CONSTRUCTION
36.00' LT
STA. 757+06.71 I81 SB CONST. B.L.
BEGIN CONSTRUCTION
36.00' LT
STA. 748+33.52 I81 SB CONST. B.L.
END CONSTRUCTION
G G
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
C O
N S
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
+1.96%
+2.14 %
347+00.00 348+00.00 349+00.00 350+00.00 351+00.00 352+00.00 353+00.00 354+00.00 355+00.00 356+00.00 357+00.00 358+00.00 359+00.00 360+00.00 361+00.00 362+00.00 363+00.00 364+00.00 365+00.00 366+00.00 367+00.00 368+00.00 369+00.00 370+00.00 371+00.00
1, 14
2 .0
STA. 357+96.10 NB I81 CONST. B.L.
BEGIN PROJECT 0081-080-946, B681 STA. 358+69.78 NB I81 CONST. B.L.
END PROJECT 0081-080-946, B682
EL = 1,167.46
EL = 1,192.73
L = 1,130.00
K = 419
ex = -3.81'
SSD = 951'
0
746+00.00 747+00.00 748+00.00 749+00.00 750+00.00 751+00.00 752+00.00 753+00.00 754+00.00 755+00.00 756+00.00 757+00.00 758+00.00 759+00.00 760+00.00 761+00.00 762+00.00
1, 13
9 .4
3
763+00.00 764+00.00 765+00.00 766+00.00 767+00.00 768+00.00 769+00.00
1, 17
7 .2
END CONSTRUCTION
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
E L E
E L E
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
-0.46%
371+00.00 372+00.00 373+00.00 374+00.00 375+00.00 376+00.00 377+00.00 378+00.00 379+00.00 380+00.00
1, 18
END CONSTRUCTION
END PROJECT 0081-080-946, P101, R201, C501
3106+00.00 3107+00.00 3108+00.00 3109+00.00 3110+00.00 3111+00.00 3112+00.00 3113+00.00
1, 19
0 .3
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 18
4 .4
7 8 9
3000+00.00 3001+00.00 3002+00.00 3003+00.00 3004+00.00 3005+00.00 3006+00.00
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
1,185_
1,190_
1,195_
PROPOSED GRADE
EXISTING GROUND
RT 419 LOOP B CONST. B.L. STA. 3000+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3002+50.00 END CONSTRUCTION
1
VPI
7 8 9
3308+00.00 3309+00.00 3310+00.00 3311+00.00 3312+00.00 3313+00.00 3314+00.00
1, 16
4 .0
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 14
9 .7
DS = 40 MPH
3200+00.00 3201+00.00 3202+00.00 3203+00.00 3204+00.00 3205+00.00 3206+00.00
1,135_
1,140_
1,145_
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
4
VPI
1
RT 419 LOOP D CONST. B.L. STA. 3200+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3203+00.00 END CONSTRUCTION
EXISTING GROUND
PROPOSED GRADE
21 3
1, 16
2 .9
N S
C O
N S
C O
N S
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ADDITIONAL EASEMENTS FOR UTILITY
RELOCATIONS MAY BE REQUIRED
LOCH
SHEET NO.
14A - 14B
1G(1) - 1G(9)
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
Existing Right of Way
F ib
P u ll B
8 " P
Traffic Signal Cabinets 800063
O n P o le
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
A )
A )
A )
S7
S7
S9
S9
S9
9 '
In P l. 1 5 6 . 5 ' o f 2 4 "
R C P ip
Guardrail
Asphalt
Asphalt
Asphalt
Guardrail
Guardrail
n
n
n
n
Conc. Ditch
Conc. Ditch
Conc. Ditch
n
6 "
n
O f 4 8 "
R C P ip
m
Planter
n
n
n
#1835
Mixed Hardwoods & Brush
v .
n
"L if e
Conc. Curb & Gutter
In v . In =
O f 4 "
n
Conc. Ditch
Paved Shoulder
0 '
In P l. 1 7 6 . 0 ' o f 4 2 "
R C P ip
In v . In =
R C P ip
R C P ip
0 '
In P l. 1 6 8 . 5 ' o f 3 0 "
R C P ip
C it y O f S a le
m R o a n o k e C o u n ty
Roanoke County
n
Paved Shoulder
n
P a v e d S h o u ld
e r
P a v e d S h o u ld
e r
C u r b Is la
n d
Mixed Hardwoods/Softwoods
Metal Guardrail
n
n
u rb
n
n
8 "
n
n
8 "
Flag Pole
6" Redbud
n
M e ta l S ig
n "M il e 14
1. 4 "
n
n
n
n "M il e 14
1. 4 "
M e ta l S ig
n
n
n
n
n
n "M il e 14
1. 5 "
Woven Wire Fence (Down)
C o n c .
n d
u rb
nt ra
nc e
R am
xit R am
ntr an ce R
C on
Co nc. D itc
W ir e F e n c e
(CTC)
F en ce
R /
W
W
P r o j e c t 0 0 8 1- 0 8 0 -0
0 1, R
( S 18 °0 5 '5
4 " E
00 81-
08 0-0
01, RW-
20 2
Pe r V
DOT P roj
ect
0 0 8 1- 0 8 0 -0
0 1, R
W -2
0 2
E x is ti n g L im it e d
A c c e s s P e r V
D O T P r o j e c t
00 81-
08 0-0
01, RW-2
E xi st . R /
1-0 80 -0 01 ,R
W -2 02
& L. A . P ro j. 0 08
1-0 80 -0 01 ,R
W -2 02
E x is t. R /
W
0 1, R
W
0 1, R
0 1, R
W
0 0 8 1- 0 8 0 -0
0 1, R
W
0081-080-001, RW-202 Exist. R/W & L. A. Proj. Project
0081-080-001, RW-202
Exist. R/W & L. A. Proj.
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
Private V ariable W
idth Drai nage Eas
ement Ins trument# 20
en t a
en t In
Private Variable Width Drainage Easement Instrument# 201500605
City Of Salem Electric Easement D. B. 1197 Pg. 1592City Of Salem Electric Easement D. B. 1197 Pg. 1592
(U n d er
N ot D
n a te d )
E x is ti n g 2 0 ' A E P F ib er O p ti c E a s em
en t
C en te r ed O ve r U n d er
g r ou
n d L in e In s tr u
m en t# 2 0 0 8 0 9 6 9 6
Instrum ent# 2
S torm
S torm
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
IP
Inst.# PB201604087 EDWARD ROSE DEVELOPMENT COMPANT LLC
TAX MAP# 036.10-01-14.03-0000 46.4 AC.
Inst.# PB0123400254 APPALACHIAN POWER COMPANY
TAX MAP# 036.11-02-04.02-0000
TAX MAP# 036.11-03-01.00-0000
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
4 3 2
A )
A )
A )
2 .7
8 .6
9 3 7 2 3 7 3 3 7 4 3
7 5 3
7 6 3
7 7 3
END CONSTRUCTION
C
FC
C
2 .9
+0 8 .2
8 .2
2 .4
9 .7
P T 3 6 9 +6
5 .9
P C 3 0 0 0 +0
0 .0
8 .0 5
9 .6
5 .6
0 0 93
5 .9
0 .0
3 2 0 1
3 2 0 2
3 2 0 3
+3 7 .17
P O
0 .0
+2 6 .8
+3 1. 2 5
SB I81 CONST. B.L.
STA. 3002+50.00
STA. 3111+00.00
STA. 3203+00.00
STA. 3311+75.00
BEGIN PROJECT 0081-080-946, B681
END PROJECT 0081-080-946, B682
(Under Construction by Others)
B
L
25 MPHDS = 25 MPHDS =
E =6.80% E =7.30%
35 MPHDS =
7.90%E =
Curve C23
25 MPHDS =
5.80%E =
Curve C26
35 MPHDS =
7.80%E =
24.00' RT
STA. 362+04.09 I81 NB CONST. B.L.
BEGIN CONSTRUCTION
24.00' RT
STA. 369+43.82 I81 NB CONST. B.L.
END CONSTRUCTION
36.00' LT
STA. 757+06.71 I81 SB CONST. B.L.
BEGIN CONSTRUCTION
36.00' LT
STA. 748+33.52 I81 SB CONST. B.L.
END CONSTRUCTION
G G
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
C O
N S
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
+1.96%
+2.14 %
347+00.00 348+00.00 349+00.00 350+00.00 351+00.00 352+00.00 353+00.00 354+00.00 355+00.00 356+00.00 357+00.00 358+00.00 359+00.00 360+00.00 361+00.00 362+00.00 363+00.00 364+00.00 365+00.00 366+00.00 367+00.00 368+00.00 369+00.00 370+00.00 371+00.00
1, 14
2 .0
STA. 357+96.10 NB I81 CONST. B.L.
BEGIN PROJECT 0081-080-946, B681 STA. 358+69.78 NB I81 CONST. B.L.
END PROJECT 0081-080-946, B682
EL = 1,167.46
EL = 1,192.73
L = 1,130.00
K = 419
ex = -3.81'
SSD = 951'
0
746+00.00 747+00.00 748+00.00 749+00.00 750+00.00 751+00.00 752+00.00 753+00.00 754+00.00 755+00.00 756+00.00 757+00.00 758+00.00 759+00.00 760+00.00 761+00.00 762+00.00
1, 13
9 .4
3
763+00.00 764+00.00 765+00.00 766+00.00 767+00.00 768+00.00 769+00.00
1, 17
7 .2
END CONSTRUCTION
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
E L E
E L E
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
-0.46%
371+00.00 372+00.00 373+00.00 374+00.00 375+00.00 376+00.00 377+00.00 378+00.00 379+00.00 380+00.00
1, 18
END CONSTRUCTION
END PROJECT 0081-080-946, P101, R201, C501
3106+00.00 3107+00.00 3108+00.00 3109+00.00 3110+00.00 3111+00.00 3112+00.00 3113+00.00
1, 19
0 .3
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 18
4 .4
7 8 9
3000+00.00 3001+00.00 3002+00.00 3003+00.00 3004+00.00 3005+00.00 3006+00.00
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
1,185_
1,190_
1,195_
PROPOSED GRADE
EXISTING GROUND
RT 419 LOOP B CONST. B.L. STA. 3000+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3002+50.00 END CONSTRUCTION
1
VPI
7 8 9
3308+00.00 3309+00.00 3310+00.00 3311+00.00 3312+00.00 3313+00.00 3314+00.00
1, 16
4 .0
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 14
9 .7
DS = 40 MPH
3200+00.00 3201+00.00 3202+00.00 3203+00.00 3204+00.00 3205+00.00 3206+00.00
1,135_
1,140_
1,145_
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
4
VPI
1
RT 419 LOOP D CONST. B.L. STA. 3200+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3203+00.00 END CONSTRUCTION
EXISTING GROUND
PROPOSED GRADE
21 3
1, 16
2 .9
