SW6240105_Plansheet - Other_20240424 (8)

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CASPIAN COURT
HIGH POINT ELEV = 254.35
HIGH POINT STA = 42+26.75
501 R/W (PUBLIC STREET) PVI STA = 42+20.93
Z PVI ELEV = 255.25
z ROADWAY PROFILE 27+00 TO 43+50 A K = 40.24 %
170' VC
PROJECT NAME
HIGH POINT ELEV = 246.50
260 HIGH POINT STA = 5.96 96 M n 260 ELYSE
PVI STA = 37+25.96
PVI ELEV = 244.62 O 0; 6?
A.D. _ -5.54% + rn) +? od
K = 30.70 MEADOWS
170' VC II II II II
255 N In, N; J 255
-- SUBDIVISION
250 250
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LOW POINT ELEV = 216.90
HIGH POINT ELEV = 230.66 LOW POINT STA = 32+46.11
245 PVI STA = 33+53.65 ' 245
HIGH POINT STA = 27+89.88 PVI ELEV = 215.80
PVI STA = 28+39.88 A.D. = 8.65% i
PVI ELEV = 228.29 K = 31.45 _
A.D. _ -1.88% 272' VC
K = 53.05
240 100, VC - 240 CASPIAN COURT
}LO PROFILE
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LOW POINT ELEV = 218.43 p�° >00-
LOW POINT STA = 30+62.76 �� QJG +
PVI STA = 29+76.86 1 CD M
PVI ELEV = 219.20
230 A.D. = 5.73%
K = 30.00 6
172' VC CLIENT
225 �\ 63g 225 TRIANGLE LAND
CO-w PARTNERS, LLC
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220 N CON 220
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PO Box 5548
215 _ 215 Cary, North Carolina 27512
Phone: [phone]
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PROJECT INFORMATION
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00 b n_-- 4 DESIGNED BY: CALEB
° - EXISTING GRADE 0°r �M co n
N U) z 5.00' BURIED 12E DRAWN BY: CALEB
205 FINISHED GRADE N �- N m + 205
N N Sri o ai w N N 60 LF 12" STEEL CASING
7 NOTE: Q+ + m+ m+ N``� & 80 LF 6" DI TO BE
0 1. 36" MINIMUM COVER TO TOP OF WATER LINE �,� �,�-N�-b1+ INSTALLED BY JACK & BORE CHECKED BY: SCOTT
a 2. ALL STORM PIPE TO BE CLASS III RCP UNLESS "�
N OTHERWISE NOTED. PROJECT NUMBER: 2000
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GRAPHIC SCALE
60 0 30 60 120 240 APRIL 22, 2024
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( IN FEET ) SHEET NUMBER
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