SW4210704_Plansheet - Other_20211210 (2)

E
u
c
CL CURVE DATA NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS - STANDARD DETAIL
CURVE RADIUS LENGTH DELTA J
50,
C-3 300' 187.20' 35-45-09
RIGHT OF WAY
,- 102 101 I 6' 2V S. 5'
SHOULDER PAVEMENT SHOULDER DITCH
99 f �. 1/4"/FT. 1/4"/FT.
E--�
U
1
STA 9+82t a 1
BEFORE YOU DIGI
8" x 6" TEE 98�
CALL 811 \ 104 6" G.V. &BOX ' RESIDE
N.C. ONE -CALL CENTER \ HYD. ASSEMBLY _. P / LOCAL NTIAL ROAD IB"r
SA12+ B
IT'S THE LAW , 105 ` \\ ` 8" D,I. W.L. G.V. BOX ASSEMBLY { TA GI 5-9.9 5" a ABC �'
2 GI 1-47A "' �_ v
T MP. B 0
'\ E A LY S 14+39 4
O C- TEMP: PLUG W 00 00 uL
_. WATER &SEWER STA 9+17 n #- - \ 'O� sxouLJ?ER wm BETWEEN 4' AND s' sxar•T• BE APPROVED BY THELn
o STA 14+20f CE DISTRICT ENGINEER CONSIDERING ADJACENT LAND CHARACTERISTICS T Z � N
106 SERVICES, (TYP.) i o ` \` " `�F' (� Z./
6 o 8 x 6»,. TEE wy, i� to
tJ " H�•' % *1' BOTTOM V6IDTA UNLESS OTHERWISE NOTED
6 G.V. &Box FT �
\ .' HYD. ASSEMBLY NO, Z U -- N
/ o S W W z o z c0 60
/ _n o
do N
`
�. H A-6 Z n w
11 +75.46 . Q
_._ _
,,g 5 m
W
_- 7
STA 14+89.94 r r
lid N - �..,,.....,
t� „1► F� `� & o GHT 7EASEMENT PP
vv 'Y /' ': w.. MH A 7i,
N y MH A-5 STA 12-4-76.`87 \ U \ / f E-�
Z <•,. -STA 9+29.46 5q L+. (25 RT.) / , o \
©Z (25' RT:) -3 55 t�
O (2) GI 1-7 % ` �'z bT - %
S• \ , ' ' r TO BE RI LY LINE ' \ o y - A / � S• ' � . STA 9+17.81 .-- - PP _ � - <L : �`V (2) GI �-6
Q Ott J / STA 1 50 STA 17+�03.41 `
6" cy
G.V. & BO
1 CLASS 3 UNLESS
va NOTED O` *
ALL
51 1
` \ RCP SHALL BE d'
OTHERWISE
2. DRAINAGE EASEMENTS OUTSIDE OF R/W • Q , ,-
/ V.. ,. \ / CL INTERSECTION � t9
SHALL BE MAINTAINED BY OTHERS
\ STA 14+64.94
�` k? THAN THE N.C.D.O.T.
(= STA 0+00 MH A-8
'OF 3. GI'S SHALL BE N.C.D.O.T. STANDARD S �.
' DOLCETTO CT.) STA{ 15+01. \ �- ,�� •., •� Gj `
(25� RT.) O O 840.18/810.19/840.27/840.38. %,� Q •• .. ...• �,•`
f \ WIQ 2 O 2 GRATES SHALL BE STANDARD 840.24. /�/ ,•
/ 81A, .14+88
/ 8" G.V. & BOX
q�q
60 \ {2) GI 5-�7 . � y � 0 N .
\ STA 17+03.41 0) O m C9
r N
u
ry
1 a_ O W
_ >
RESTRAIN ALL FITTINGS AND STRAIGHT
l 6 _ ry
PIPE BOTH SIDES PER DIPRA W
� .� 40' 30' 20' 10' 0 40' 80' Q']
i W
SCALE: 1 "=40' z ,�, v Ld
p� tD d' .- 00 (D M O. r �- h d• N .- N d• O try O u7 O to O to a tt) O tta 0 < (� Q W Q
d• to it1 to t4 �'') h � h M h C'� t7� 00 to tt) M N O to h to d' M .- Q
o) to 0) M 0 O �t w O .- rn to O to O to 0o O © W CL' = cn
to cL) Ih v) Ci cV ►M •d= cC h ih of C v) CO O 0 r O 6 O 6 06 h► tL 0) m 0) cV 0- 00 Oar 1'� cc tc) d= � (� C] 0 U {I)
0o a ao 00 ai C4 rn a rn vs a2 rn rn rn o O O O a O O rn rn ar w rn rn rn rn rn ao ar ao ao ao ar
h h 00 00` 00 00 00 00 00 h h h h h h h h h h h h h h h
Le Le t 2 0, 0 p ~ m
- O j
_ _
o O i o
OO o O� o
Lc) o re) O to
04 o to o 06 w rn ,� �,,, ! !
11 0 A M A 7 r OD If
II _
rc
a W
_4i
MH A 5 j! - _ _ , I
_- NVOT=9.1 _ IN I= 7.0 z
IN O T 780.71
I'S 1- 0 3 IN. C VE I _ w w
7. I V OU =
P' i 77 59
N
82 1 M A 8
� I W �
_ _
D•
IN T 7 3. twv
! � w
N I�VV OU = 76E08 I I �
j
! zz
790 w R°< F 3 MINLLJ f•-t o
© Q J
. I
8 8 ! sQ z
�rr=-
LLI
cr-
! ! �i
I j
I T�
I li � r I i -I ! � Q V 1
r I j - g In E-{ � r
?77I I z -�- Q z
�p j • Q h
CL�00 E O
'••�t O
�>
j �'� Q
I I
i
,
a j j SHEET NO. Q
I
! o0
�o
1 7, 1 F. TO AL 8
PC DR 2 E R�► .3�
3511 L. 8 PC D 6 E R� .2 Z5.0L.F 8 PC D- SE R05. 5852L..TTL
8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00
Cu
cu