HomeMy WebLinkAboutSW6220904_Plansheet - Other_20221102 (4)355
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_ 16+0 17+00 18+00 1s+o0 _ PINNACLE COURT _ _21+0 _ 22+00 CI-2 23+00
_
11.25° BEND 1 _ I I _ 50' R/W (PUBLIC) I + I
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MN E 1,897,278.713 �I 10' UTILIT-Y EASEMENT
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a 1 RID NAD 83 %� 18+51.8
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I 20' DRAINAGE 11.25° BEND ° _
1 EASEMENT REDUCED SHOULDER 14+10.1 \� U
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1 (`\ 40 22.5° BEND - - - - 1 I
CI-10 20' DRAINAGE
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EASEMENT�z
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PINNACLE COURT
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 9+00 TO 23+50
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LOW POINT ELEV = 340.97
LOW POINT STA = 22+81.03
PVI STA = 22+93.13
PVI ELEV = 340.82
A.D. = 1.32%
K = 75.73
1 nn' vr.
� M
HIGH POINT
ELEV = 341.84
T v
1
HIGH POINT STA
PVI STA
= 20+75.55
= 20+52.56
J o O
N O N
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LOW POINT ELEV = 330.05
LOW POINT STA = 14+34.92
PVI STA = 15+05.17
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ro
PVI ELEV
A.D. _
K =
= 342.02
-1.85%
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PVI ELEV = 331.35
A.D. = 2.13%
K = 66.09
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HIGH POINT ELEV = 337.03
HIGH POINT STA = 16+83.57
PVI STA = 16+29.49
HIGH POINT ELEV = 327.74
HIGH POINT STA = 13+10.46
I
STA = 12+60.46
PVI ELEV = 326.81
A.D. _ -0.59%
PVI ELEV = 336.30
A.D. = -2.63%
K = 41.14
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LOW POINT ELEV = 324.66
LOW POINT STA = 11+41.69
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PVI STA = 11+09.53
PVI ELEV = 323.12 is
A.D. = 7.45% T
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9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
355
350
345
340
335
330
325
320
315
310
305
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax 1910-426-5777 license number I C-2354
wwwAD site solutions.com
;•OFSSS /0 -
SEA
• 0274
fill lilt,
0 0- -��
REVISIONS
PROJECT NAME
HIDDEN
VALLEY
SUBDIVISION
PINNACLE COURT
PROFILE STATION
10+00 TO 23+50
CLIENT
TG VENTURES LLC
9820 US Hwy 301 North
Lumberton, North Carolina 28360
Phone: (910) 802-4959
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1860
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 9, 2022
SHEET NUMBER
C-5mO