HomeMy WebLinkAboutSW6240103_Plansheet - Other_20240119 (8) ■
sl e
MATCH LINE STA 15+50 - SEE THIS SHEET MATCH LINE STA 15+50 - SEE THIS SHEET solutions
Wi =II civil engineering I land surveying
FH 6" GV I I 409 Chicago Drive,Suite 112,Fayetteville,NC 28306
i I I I I 'l I I 15+50.3 FH I 15+59.8 o f I office 910-426-6777 fax 910-426-5777 license number C-2354
$ 15+50.3 1 c
wwwAD site solutions.com
MT I N < I
I I Q \ I o 1 J 1 I 1
N I w 45° BEND / + O N \
O 14+89.5 + I ^ / 1 O >
I fn
Ml
3 , o M 45° BEND / Z I / ���� N CA Z/,
I 0 14+73.3 \ ♦��R.
' 45° BEN / \ ., \.\ \\ �OFES$/DI.•�i
77
14+38.8 5 c 2 •4
/ \ \ �. m 0 - SEA _
41
bii. I M o / 45° BEND ��\ \ �� !� (/) I c
I ./ � o � �/ � 14+55.4 �. 1� \ Xo \\ \. \ c � I F :'�G I NE .•: Z♦♦♦
N t
3. I M > / e� c \ w I r y N VA,
A CC)
gFL ��♦
O I / P�� v \\ \ N I r I b r*1 �77��//1 TIIN�����
0 � � 0
X ^1^♦ Jv b� \ ) \ 'M
�,♦ Al ` \ I cn ' �m \� I V11^
�8"00 45° BEND = - . . - . . - . . - . . - 200.
6 GV- -
6 GV -- -- -- �'// / \ _ -- -- 36+, V o REVISIONS
I o 31+96 " / ' / \ ` 18+15.0 45° BEND
s+7s ++oo (SS300V ).inlin onand) M/a ,os+o_ r . \ 18+64-7
\ C 1s+c ROAD C 21+00 21+27.57
M 3AIR10 31?1?IV0 1 �- \ / �J 50' R/W (PUBLIC & UTILITY ACCESS)
1 9M 9M -
(V 6"X6" TEE 9M 9M
0 - -- -- � -- -- 36+7 TEE V <�
10+83.0 �- 181 � � I \ � / 45° BEND � � � � . -�` 36+72.0 O
I . 6" GV 1 \ \ / 18+30.9 - . . - . . - . . - . . - . . - . . \ 0 20+89.6 ` l
FH 10+23.0 1 1 J \ 18+48 845* D 10' UTILITY EA`36 FH+97.0 M I I ~
31+61.0
Q` 1 \ / / 2" GV I 6" PLUG & TAP 2"
\ / / 37+12.5 37+02.5_
0 \
K
O � ,
+M
n
a�
0
CARRIE DRIVE
S,TE s°
50' R/W (PUBLIC STREET)
o-� �Lr
o PROJECT NAME
ROADWAY PROFILE 9+50 TO 21 +50
'7�OS 3 1\6 pia
THELEANDER
M
M
Q
205 205 LEE PRESERVE
200 200
0
o 't
195 0 uj 195
II 00 HIGH POINT ELEV = 179.24
Q III HIGH POINT STA = 16+94.95 LOW POINT ELEV = 178.32
> LOW POINT ELEV = 177.69 PVI STA = 16+94.95 LOW POINT STA = 18+40.13
LOW POINT STA = 14+65.19 PVI ELEV = 179.33 PVI STA = 18+37.18
w PVI STA = 14+49.65 A.D. _ -1.50% PVI ELEV = 178.26
190 PVI ELEV = 177.49 K = 30.00 A.D. = 1.30% No 190
PVI STA = 10+10 AK = 30.00% 45' VC K = 30.00 N C A R R I E DRIVE
ELEV = 185.34 76' VC 39' VC
II II PROFILE
-2.ooq 0
185 - > w 185
a
_ PVI STA = 20+92.57
1.79go ELEV = 179.67
2 p 1. 180
180 - -
- 0.75% - - - - -0.75% 0.55% _
6' SOR 21 PVC PIPE 4 CLIENT PIPE 3 40.00 LF @ 0.63%
175 iw O 18"OCLASS@V RCP 18" CLASS V RCP 175
~Ki ;N TRIANGLE LAND
X + = O
PARTNERS, LLC
170 170
w
cno. CO a;-x0+
Q u7 > CO N
165 ZC 0 _o _Z� �� Lo zoo rn-Z�.z� �N 165
wod z� zto wa; (0- m� wo wco M(0 PO Box5548
M 21 ,L6-W�.m pp + M r7-m�-. +
+ m m^ . + 00 + + Cary, North Carolina 27512
�_LO Phone: (704) 608-3085
160 160
PROJECT INFORMATION
155 155 DESIGNED BY: BRETT
a DRAWN BY: BRETT
N - - - - - - - - EXISTING GRADE
CHECKED BY: SCOTT
m
FINISHED GRADE
N 150 NOTE 150 PROJECT NUMBER: 2006
N 1. 36" MINIMUM COVER TO TOP OF WATER LINE
2. ALL STORM PIPE TO BE CLASS V RCP UNLESS
a OTHERWISE NOTED.
DRAWING SCALE
N
U
3 145 145 HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
w M r7 r7 lr7 In CO 00 M V) 00 N O) M O N 6) Cp O ' N
p � 4 r 00 O O N cj cj r7 r- 00 N CO . o) N a) � r7 CO 00 00
O M r7 N N 0) O 00 O 00 00 r 00 r 00 06 00 rn 06 m Oi m 00 00 06 00 06 00 06 00 06 00 6i � O
o 00 f` f` f` f` f`
o 00 00 00 00 ao ao 00 r r r r r r r
DATE RELEASED
0
s
U
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 DECEMBER 6, 2023
T
GRAPHIC SCALE
60 0 30 60 120 240
SHEET NUMBER
o
0
N
N
N
6
a
IN FEET -503
1 inch = 60 ft.