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ROADWAY PROFILE 9+50 TO 15+00 o STORM DRAIN 9+50 TO 12+00
PROJECT NAME
100 100 95 95 VILLAGE AT
LOW POINT ELEV = 85.46 ROCKFISH
LOW POINT STA = 10+77.02
PVI STA = 10+52.02
PVI ELEV = 85.59 PHASE V
95 A.D. = 1.54% 95 90 M 0 90
K = 32.53 HIGH POINT ELEV = 84.95 o
r 50' VC HIGH POINT STA = 11+79.10 0 (VARIABLE LOT)
PVI STA = 12+04.10 � o
LOW POINT ELEV = 83.75
o PVI ELEV = 84.82 -LOW POINT STA = 13+07.52 w
o+ A.D. _ -0.57% PVI STA = 12+82.52 _ 1 N z
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II J K 50' VC 9 PVI ELEV = 83.98 (o 1 0 _
o A.D. = 0.12% N I Lo n n 0
w-00 u)o K = 428.09 (o ,� I = o ai CO o N o
N w o0) 50' VC ..N`j N of �I N O �_� ou c°'o� O�0(moo (Oo�
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ADJUST RIM ��� �� NO 0� o 0(0o II II =(+off»>
NEW ELEV: 86.18' 1 c.Lc�iozzo n LO� - No �� � frzzz _ CALI STREET &
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-0.50% ��z N°°zo >
�+�>> 0 85
80 80 SEWER
85 � � -1.07% � z z
EXISTING BLOW OFF & WATER- PROFILES
MAIN TO BE REMOVED BACK -0.95%
TO PROPOSED TIE 3X18"
CLASS V
RCP
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80 -LOCATION EXISTING 8 C900 PVC 80 75 2" SDR 21 PVC 75
8" C900 PVC WATER LINE 2"
SDR 21 PVC off' CLIENT
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*CONTRACTOR TO VERIFY LOCATION o °° CENTERED N
-& DEPTH OF EXISTING WATER LINE 0 z _o N UNDER STORM t
PRIOR TO INSTALLATION OF PROPOSED z o m n w o0 o M F- {; 0
WATER LINE �� N m za; �� 0 (� SIDS MILL
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PROPERTIES,
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N M 8000 Corporate Center Drive
70 70 65 65 Charlotte, North Carolina 28226
Phone: (704) 877-1178
PROJECT INFORMATION
65 - - - - - - - - EXISTING GRADE
65 60 60
FINISHED GRADE DESIGNED BY: CALEB
0 4" CO @ STORM CROSSING DRAWN BY: CALEB
0 4" CO @ WATER CROSSING
NOTE: CHECKED BY: SCOTT
a 1. 42" MINIMUM COVER TO TOP OF WATER LINE - - - - - - - - EXISTING GRADE
2. ALL STORM PIPE TO BE CLASS III RCP UNLESS FINISHED GRADE PROJECT NUMBER: 2050
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OTHERWISE NOTED.
N 60 60 55 55
DRAWING SCALE
a co Ln M - O N rM M M f` N M to
N p Ln M cc
fl n �j co ro r7 � M oo N M n L
co coC co
co coco co ooM ooM � oo oo00 oo0 � co � co co co HORIZONTAL: 1 =40
VERTICAL: 1"=4'
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Z
10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 DATE RELEASED
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N GRAPHIC SCALE
s
ao 0 20 ao ao 160
MAY 6, 2024
J
U
Q ( IN FEET )
SHEET NUMBER
o 1 inch = 40 ft.
N
7
N
N
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NC -501
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