SW6240105_Plansheet - Other_20240424 (7)

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CASPIAN COURT_
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 9+50 TO 27+00
PROJECT NAME
HIGH POINT ELEV = 246.20
260 HIGH POINT STA 22+23.07 260 ELYSE
HIGH POINT ELEV = 244.86 PVI STA = 22+28.86 HIGH POINT ELEV = 244.75
HIGH POINT STA = 19+57.59 PVI ELEV = 246.29 HIGH POINT STA = 24+26.12
PVI STA = 19+07.59 A.D. _ -1.31% PVI STA = 25+06.12
PVI ELEV = . 44.59 K = 45.73 PVI ELEV = MEADOWS
A.D. _ -242% 60' VC A.D. _ -3.96%
.96%
K = 41.38 K = 40.37 255 100' VC 160' VC 255
SUBDIVISION
LOW POINT ELEV = 236.18
250 LOW POINT STA = 16+19.52 250
PVI STA = 16+39.52
PVI ELEV = 236.70
A.D. = 0.37%
K = 107.23
40' VC 0.53% -0.78%
245 245
6" SDR 21 PVC — —
240
240 CASPIAN COURT
HIGH POINT ELEV = 224.01PROFILE
HIGH POINT STA = 11+46.4.41 � � �
PVI STA = 10+96.41
PVI ELEV -3?2. 2
235 K = 30.10 — — >N 235 STA 9+50 TO 27+00
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PROJECT INFORMATION
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Nome
° N — — — — — — — — EXISTING GRADE DESIGNED BY: CALEB
N 205 FINISHED GRADE 205 DRAWN BY: CALEB
N
NOTE:
0 1. 36" MINIMUM COVER TO TOP OF WATER LINE CHECKED BY: SCOTT
a 2. ALL STORM PIPE TO BE CLASS III RCP UNLESS
OTHERWISE NOTED. PROJECT NUMBER: 2000
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3 200 200
DRAWING SCALE
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O NN N N MN N N N
o N N N N N N NC14 N N NN N N N N N N N N N N N N NP7 P7 P7 HORIZONTAL: 1"=60'
N N N N N C14 N N N N N N N N N N N N N N N N N
0
VERTICAL: 1"=6'
s
> 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 24+00 25+00 26+00 27+00 DATE RELEASED
U
N
GRAPHIC SCALE
so 0 30 so 120 240 APRIL 22, 2024
0
0
a
W ( IN FEET ) SHEET NUMBER
0
1 inch = 60 ft.
—500
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