SW6240103_Plansheet - Other_20240119 (5)

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a Z civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,NC 28306
Z office 910-426-6777 fax icense number -2354
15 _ 16 1] wwwADsitesolutions.com
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% I' o l 00 6" Gv _ 18+00 19+00 THOMAS TRAIL 21+00_ _ SEA ;
\ yo 50 R/W (PUBLIC & UTILITY ACCESS) �o
_ � . � 0274
I - - - - - - - - - - 10' UTILITY EASEMENT - 17+57.6 �� I I - -I � � _ 22+00 �
At' W6 W6 NC110
`o Hof 6„ GV - -- = -- - -- -- -- -- -- L05 - �� JFH
- _ +0p ` - j � •••N�'45° BEND 45° BENDS_ \ / 6" GV - . _ s10+70.9 ��- - - �Z cOTT9+74�70 10+00 11+ o Zpi 'r 2+00 THOMAS TRAIL 14+00 . 10' UTILITY EASEMENT _ 23+54.5 //FH
r 50' R/W (PUBLIC & UTILITY ACCESS) � %�p 2 Q 17+47 > / \ - 24+0p -
6"X6" TEE W6 W S
12+76.6 - - -- -- -- -- - �' 01 + 25+
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9+90.7 0� -FH - - -- - W / / 190 +00
10+61.4 \ 00 26+00
\ 1 \ +„ .�._ 45° BENDFH
�$ 11+40.0 / �. �� sXoo \ J / 23+44.6 �� --�- -- W6 1 REVISIONS
6" GV 11 BEND ♦` �, ♦ = 1 - - -- - -
12+86.4, , 11+20.0 0 n� ♦ \ ` - . - . . - .
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THOMAS TRAILNC�R,o
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501 R/W (PUBLIC STREET)
PROJECT NAME
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ROADWAY PROFILE 9+50 TO 39+50
HIGH POINT ELEV = 208.03
HIGH POINT STA = 58 THELEANDER
PVI STA = 13+71.91 71.91
220 PVI ELEV = 208.21 220
A.D. _ -2.08%
K 94'VC° LEE PRESERVE
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_ _j HIGH POINT ELEV = 198.09
> w HIGH POINT STA = 20+12.45
PVI STA = 20+62.45
210 PVI STA = 10+10 PVI ELEV = 197.30 210
ELEV = 206.40 A.D. _ -0.07%
K = 1417.76
0.50% 100' VC
2.009,
PIPE 1 0 _ PIPE 2
20rj 97.78 LF C� 0.19%_ f _ - - - - _
- - - _ i 44.00 LF C� 0.57% � _ - - - - - - - - 205
49"X32' CLASS V - 18" CLASS V RCP -
ELLIPTICAL RCP - - - - _ -1.58q, 01
LOW POINT ELEV = 188.81
USE BEGINNING 15' - USE R, THOMAS TRAIL
EACHCH SIDE OF BENDS - - - LOW POINT STA = 25+87.92 EACI
PVI STA = 25+71.18
PVI ELEV = 188.90
200 10
0, - - AD= 30.0% 200 PROFILE
- -
33' VC
w 6„ SDR 21 PVC - -
195 �� r zo> o o z_ 195
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X+-zr ZO-a +�m+ m0N-mom+ -1.65%
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190 CLIENT
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- - - TRIANGLE LAND
185 185 PARTNERS, LLC
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PO Box 5548
Cary, North Carolina 27512
175 175 Phone: [phone]
170 170 PROJECT INFORMATION
DESIGNED BY: BRETT
- - - - - - - - EXISTING GRADE
a FINISHED GRADE DRAWN BY: BRETT
165 NOTE 165 CHECKED BY: SCOTT
m 1. 36" MINIMUM COVER TO TOP OF WATER LINE
N 2. ALL STORM PIPE TO BE CLASS V RCP UNLESS PROJECT NUMBER: 2006
N OTHERWISE NOTED.
0
160 160 DRAWING SCALE
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3 o oN , N N N N N Nr N 2
HORIZONTAL: 1"=6
0'
� , L co 00 � 0) 0) 00 L0 Ln PI) O 00 O 00 U � 00 NCy) o o o o 7 oo 0) o N CDN r Q � r` N rCO CD 00 to coO 00 O O n coO coc0 O N O 00 O N to In � O N r- � N
o o o �; o �; � � ; � o o VERTICAL: 1n=6i
o o o o o 0 o o o L CO
U) O O O o O O O O O O O O O O O CN O m m 0 0 0 0 0 0 0 0) 0) _ 0) _ c0 _ c0 00 00
w N N N N NN N N N N N 2
0
0
0
DATE RELEASED
s
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 22+00 23+00 24+00 25+00 26+00 27+00
DECEMBER 6, 2023
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GRAPHIC SCALE
a` 60 0 30 60 120 240
SHEET NUMBER
0
0
N
N
( IN FEET )
a I inch = 60 ft. -500