HomeMy WebLinkAboutRutherfordCrossingPg15Ll TABLE
Ld
LEN GTH
BEARING
CURVE
TABLE
N35 °4 5'51 W
L2
-
601,90
- -
N42 °1 8'30 "E
L3
666..53
°18'30 "Emm
DIM
ARC
_N42
4 2'18'3 0 " E
CHORD
-
11.39
CHORD
L6
210,04
NO.
DELTA
RADIUS
LENGTH
TANGENT
LENGTH
N_51 *25'2 4 " W
BEARING
442.05
N47'41'30"W
Cl
78*04'21"
300. 0'
9--'.
0
T3- -�T-
-:��q
8
L12
0,3'16'20"
W
Ll 3
T, T-
S75'05'06"W
0-0-'"-.214.86_
217,76
Il3-.25'
209,.44'
N
10 °55' 30"
E
C3
33 °33'44"
275.00'
161.09
82,93'
158.79'
S
14*19'22"
W
Cq
3 °43'x74"
500.00'
32---16.'-29'
L
C5
9'4-8'49"
MOM'
34.26
17.17'
34.21'
N
49*19'45"
E
C6
20*50-*",-5-6"
-T-b-o'J0-0-'
-3-6,139
18.40'
3-6..1,9'
--N
64'39'3-7"
E
Cu7
13 °3J'33"
100:00'
23.84 11.98'
23:78'
S
68 "15'19"
W
SEE APPROVED
PLANS FOR
MILTON RAY DRIVE. EXTENSION
BY GREENWAY
ENGINEERING.
Ll TABLE
Ld
LEN GTH
BEARING
Ll
331.38_
N35 °4 5'51 W
L2
-
601,90
- -
N42 °1 8'30 "E
L3
666..53
°18'30 "Emm
DIM
7.6,61—
_N42
4 2'18'3 0 " E
--1.-4
1-5
-
11.39
-'N
NO2'27'30"W
L6
210,04
N31'06'1 4"E
1-7
855.00
N4-7'41'30"W
L8
287.47 T
N_51 *25'2 4 " W
—
442.05
N47'41'30"W
_1...9
L1
68.38
S42 °1 X3'3 0 W
Ll 1
29.42
S54 °1 d-'O 9 W_
L12
162,98_
M S54'1 4'09"W
Ll 3
183.86
S75'05'06"W
9 p,
217,76
S75*05'06"W-1
.1-14
L15
14-1.02
S61 '25'3-3"W
---5 0'—
Ld
CURBS TO
OEM
NOTE:
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bo
to
GO
L,J
CG-6R
L
U.,
NOTE:
DIM
FC TO FC
cra
NOTE:
< LLJ
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-HC
R
IVIP
DETAIL ACCORDINGLY
Zr
LL
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--- 85'
17400
SIDEWALK
---5 0'—
Ld
CURBS TO
0
NOTE:
-15'
bo
to
GO
L,J
CG-6R
L
U.,
NOTE:
DIM
FC TO FC
cra
NOTE:
< LLJ
ENTRANCES
TO PARKING AREAS ARE COMMERCIAL
AND FOLLOW
THE VDOT
DETAIL ACCORDINGLY
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0
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bo
to
GO
L,J
CG-6R
MEO>
U.,
NOTE:
DIM
FC TO FC
cra
NOTE:
< LLJ
ENTRANCES
TO PARKING AREAS ARE COMMERCIAL
AND FOLLOW
THE VDOT
DETAIL ACCORDINGLY
Zr
LL
M
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—
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SIGN
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NOTE:
Ld
CURBS TO
0
NOTE:
ALL
bo
to
GO
—
CG-6R
MEO>
CQ
NOTE:
DIM
OUTLET"
SIGN
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NOTE:
ALL
CURBS TO
BE CG-6 UNLESS OTHERWISE NOTED
NOTE:
ALL
CURB RADII
ARE 3' UNLESS OTHERWISE NOTED
—
CG-6R
MEO>
CQ
NOTE:
DIM
FC TO FC
(TYPICAL)
NOTE:
ALL
ENTRANCES
TO PARKING AREAS ARE COMMERCIAL
AND FOLLOW
THE VDOT
DETAIL ACCORDINGLY
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