SW6240105_Plansheet - Other_20240424 (11)

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RUBYFIELD COURT.
501 R/W (PUBLIC STREET)
ROADWAY PROFILE 9+50 TO 24+00
PROJECT NAME
270 270 ELYSE
MEADOWS
265 265
SUBDIVISION
260 260
HIGH POINT ELEV = 241.43 HIGH POINT ELEV = 241.52 LOW POINT ELEV = 241.09
HIGH POINT STA = 12+91.59 LOW POINT ELEV = 240.95 HIGH POINT STA = 20+24.45 0
255 LOW POINT STA = 21+35.58 o co 255
PVI STA = 12+61.59 LOW POINT STA = 18+86.94 PVI STA = 20+24.49 � R U BYFI E L D
PVI STA = 18+86.94 PVI STA = 21+77.20 (y N) 00
PVI ELEV = 241.25 � � � PVI ELEV = 241.59 a, o, ao
co, > PVI ELEV = 240.90 PVI ELEV = 240.83 +. M
A.D. _ —1.51% co co o A.D. _ —1.00% + >
K = 39.75 + �� +� N A.D. = 1.00% K = 59.92 A D — 42.23% N N� N
60, VC �� K = 40.00 60' �� II II COURT PROFILE
N 40' VC 126' VC II _
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MT M �N CON NN
220 220
PROJECT INFORMATION
— — — — — — — — EXISTING GRADE DESIGNED BY: CALEB
N 215 FINISHED GRADE 215 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
N OTHERWISE NOTED. PROJECT NUMBER: 2000
U
3 210 210
DRAWING SCALE
o N N O 0 NO rN7 ONO co rN7 cN0 N (O ONCD N Cn N N0) O� � r7 N O O00
O 7 co PO N
Ln CO fN`
00w CC) 00 CD 0? 0? O � 0 L O CO OL N CN N
o 00 0) O N N N N O N
HORIZONTAL: 1n=60
i
N N N N N N N N N N N N N N N 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 DATE RELEASED
U
N
GRAPHIC SCALE
so 0 30 so 120 240 APRIL 22, 2024
0
a
0
( IN FEET ) SHEET NUMBER
1 inch = 60 ft.
-504
a
m
m