SW6240103_Plansheet - Other_20240425

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LOCATION OF EXISTING 13+42.8 \
20" & 8" WATERLINES / GV \ 45° BEND,
TO BE RELOCATED /r 1 4.4 f/ 11+20.0off
OUTSIDE OF PAVEMENT 00 6" GV i �� ■ ■�` � � ��1`�✓-`1=J/ 0�1✓J � ) I/ `1Q `1�(1 1-��� ���♦ ����`` (i /�////
NG WATERLINES TO BE o / \ / 10+61.4CA 2
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45° BEND / • a' �_ /� 192 �� Jo.
1�+79.0 o f�ao' CA 1 o - 14+o - �?5 ioo HARRIETTE COURT 1�+00 , 18+00 HARRIETTE COURT 2" GV \ ,�. U�
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S 6" GV ryo ♦ /J 6"X6" TEE �� 6" SDR 21 PVC 50' R/W (PUBLIC & UTILITY ACCESS)-I ~ T 50' R/W (PUBLIC & UTILITY ACCESS) -19+68.5 -I 2j moo\
/ Wb W6 W6 W6 WR :2" SDR 21 PVC �X00
< 11+73.4 12+76.6 -
201._q lg ROp /r/' • .(�� . � ao l�so�� 9+90�7 6 V �. _= -- -- - -- -- -- -- -- -- -- -- _ 6" SDR 21 PVC- - -- wL- I
45° BEND / REVISIONS
-12+86.4
11+5z.4 V yo /-� ✓ 10' UTILITY EASEMENT 10' UTILITY EASEMENT 2" GV
/`1•������ 'CO 30' 10' DRAINAGE & 6" PLUG & TAP 2" 21+56.3 2�X�
45° B' �� �. UTILITY EASEMENT \ FH /19+58.5 E3/
114 / \ 19+52.5 \ \
21 5 9.1
SF IMPACTED
FROM J i
FROM ROAD WIDENING
CD
67 O 66 /�J
65
OfI ; �^PLACE 64 I 63
-.1nFFCFTBEFR A Pr)PNDS TO LIGN 1 m II
HARRIETTE COURT 0NS
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501 R/W (PUBLIC STREET) NCB PROJECT NAME
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ROADWAY PROFILE 9+50 TO 22+00 oa
THELEANDER
230 230 LEE PRESERVE
HIGH POINT ELEV = 212.67
HIGH POINT STA = 10+43.51
PVI STA = 10+93.51
225 PVI ELEV = 212.17 225
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O Ci� K = 84.06 HIGH POINT ELEV = 209.18
o _I O 100' VC HIGH POINT STA = 12+30.01
o! r2 PVI STA = 12+80.01
II �I N PVI ELEV = 208.09
Q II II A.D. _ -0.40%220 N ai K = 251.58 220
> NI w 100' VC LOW POINT ELEV = 204.19
a > LOW POINT STA = 14+56.79
PVI STA = 14+06.79
PVI ELEV = 204.81
A.D. = 1.35%
215 K 74.17 215 HARRIETTE
_1 9 ,- 1 D0' VC HIGH POINT ELEV = 199.60
5 1.00% HIGH POINT STA = 18+26.71
PVI STA = 18 COURT PROFILE
v PVI ELEV = 199.16 99.16
_ A.D. _ -1.80%
210 ✓ _2 1990 *PIPE 1A TO BE K 72' VC 0 210
BURIED 0.7'
PIPE 16 -2.59q
36" CLASS V RCP
_ PIPE 1A
205 42" CLASS V RCP 205
USE RJDI BEGINNING 15'
EACH SIDE OF BENDS to -1.24% CLIENT
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200 co + O SDR 21 PVC
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190 Z N-Z N _ - 190 PO Box 5548
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w 2" SOR Cary, North Carolina 27512
N-�N N 2j pVj Phone: [phone]
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185 NU,-� -NCO 185
�-N PROJECT INFORMATION
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CD
180 180 DESIGNED BY: BRETT
DRAWN BY: BRETT
N - - - - - - - - +-00+ CHECKED BY: SCOTT
EXISTING GRADE
FINISHED GRADE N N N N
° 175 NOTE 175 PROJECT NUMBER: 2006
N 1. 36" MINIMUM COVER TO TOP OF WATER LINE
° 2. ALL STORM PIPE TO BE CLASS V RCP UNLESS
3 OTHERWISE NOTED. DRAWING SCALE
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HORIZONTAL: 1"=60'
170 170
VERTICAL: 1"=6'
0
N O o0 O 00 co 0) M O L0 u7 r r L0 N r) 00 0) M r M L0 cc � L0 r`) N O 01 0 r c0 L0 n
N rD � '6 00 r L0 N N (D O r 7 L0 0) N O C>> � �
p M M O N O �_ r O O O) 00 rn C6 r7 L6 N p r7 r7 O N 0) Cj O 0i 00 'i r 00 C6 r7 4 N M O O O
O CN o 0 0 0 0 0 O O o o N o 0 o O O ° o ° o Q O ° 0) ° 0) Q 0) ° ° rn ° rn ° rn Q rn DATE RELEASED
N N N N N N N N N 04 N N N N N N N N N N N N N N N N N N
U
N APRIL 25, 2024
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 GRAPHIC SCALE
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60 0 30 60 120 240
SHEET NUMBER
J
O
O
O
N
( IN FEET )
a 1 inch = 60 ft.
a -502