SW4210703_Plansheet (3) - Plan/Profile_20211203

TALLY
PO NTE DR.
FES 1-1
27
I SEE SHEET No. 2
.
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INV OUT=747.30
CLASS B RIP -RAP APRON
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28
W=81
D=2 '
a I STA 6 87.57 °D ooF 86.11 L.F. 30"
I o I SSMH-11 O RCP ®2.50%
26
SSMH-6 (25' LT.)
STA 4+77.57 (2) GI 2-1 �, I
STA 7T.) /
(25 LT.) -�,
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(25 LT.) STA 5+47.57 r
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--
a 10' PUBLIC UTILITY
- _
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EASEMENT
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yo 42.0 L.F. 30" /
RCP ® 1.00%
TOP=753.2
INV IN=745.14
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INV OUT=744.94
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°BEFORE YOU DIG!
CALL 811
✓
42.0 L.F. 15"
RCP®
o m
+ �'
�L GQ
N.C. ONE -CALL CENTER
IT'S THE LAW!
25
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(2) GI 1-3
STA 8+67.25
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6" D.I.
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CURVE
RADIUS LENGTH DELTA
(D
STA 6+15f ST 7+08.57
2 GI
\ 1 c`3 STA
L INTERSECTION p (25'
\
9+00.41
LT.)
C-1
C-2
50.0' 30.89' 32-44-25
213.77' 30.89' 80-03-34
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0 M
42.0 L.F.
/
v
47. 8" x 6" TEE 8"tx8" TEE
STA 5+47.57 6" G.V. & BOX (2) 6" G.V.
10 DRAINAGE EASEMENT
& PUBLIC UTILITY EASEMENT HYD. ASSEMBLY
& BOX
S A 7+22.57 �F
( STA 3+58.48 \
\, 6
'B')
C-3
209.60' 30.89' 81-39-12 N
\
04
U' W �
NORTH CAROIJNA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS - STANDARD DETAM
(2) GI 2-5
RC ®
2 GI 2-4
% / ( )
STA 4+20.49 \
I (2)I 8" x 6"
15
REDUCERS
ROAD 00
i (2) GI 1-6 \
C-4
28.73' 30.89' 35-24-10
W I
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50
STA 3+10.15
/
/
16 14
13
STA 8+67.25 \
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RIGHT OF WAY
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5' 6' 20' 6'
5'
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(2) GI 2-6
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DITCH SHOULDER PAVEMENT SHOULDER DITCH
/
a STA 3+10.15
12
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/
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43.38 L.F. 15"
RCP 0 1.00%
a � W o
W g Q
1'/FT. 1%FT.
3:1 3:1
3.1
3: -'
1 7
ALL INLETS WITHIN THE RIGHT-OF-WAY
9 4 6
rD
SHALL BE (2) GRATE INLETS, NCDOT STD. 840.18
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SSMH-4
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WITH NCDOT STD. 840.24 GRATES. CONCRETE
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LOCAL RESIDEI3TIAL ROAD
s"
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STA 2+58.s1
STA 2+12t
I 6" x 6" HYDRANT TEE
APRONS ARE NOT REQUIRED.
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(2) GI 1-8
E+ U
1' SF 9.5S
VEGETATED SWALES SHALL BE 1.5" S 9.5B
( 25 LT.);
2+4 .93
3
10' 6' G.V. &BOX
2 GI 1-7 o
ST
STA 9+86.74
W
MATTED DURING CONSTRUCTION 6" ABC
2
6 " 3-WAY HYDRANT
I
STA 9+97.58
BASED ON THE TABLE ON SHEET 7.
FOLLOWING FINAL CONSTRUCTION,
23
O
-:
6 X 2 MJ PLUG
2" BRASS NIPPLE
SWALES SHALL HAVE BERMUDA SOD
INSTALLED.
I 2" VALVE
STA 10+36f
(2) GI 2-7 64. 4 L.F. 15'
� GRADE DITCH
6" x 6" HYDRANT TEE
6" G.V. &BOX �
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STA 1+92.59 AROUND HYD. &CBU 6" 3-WAY HYDRANT ..-
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(34.4' LT.)
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RESTRAIN ALL FITTINGS AND STRAIGHT
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22
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PIPE BOTH SIDES PER DIPRA
(2) GI 1-9
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NCDOT NOTES
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SSMH-9
STA 11+05.81
LID
ON
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2" BLOW-
\ 25' PUBLIC
1. RCP STORM DRAINAGE SHALL BE CLASS 3.
SANITARY
CL RADIUS /
SOR
(43' LT.) __,__�-
ao' so' 20' 10' 0 40' 80'
0
oN
N
\
2. THE 20' DRAINAGE EASEMENTS (D.E.) SHALL BE PRIVATE
STA 11+30.25
>=
3
�
SEWER EASEMENT AND MAINTAINED BY HOA AND WILL NOT BE
10
_ 35'R
OO
"
SCALE: 1 =40
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30 L.F.
18" RCP
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MAINTAINED BY NCDOT.
SSMH-8
STA 1 +44.38
N
1J5.40 L. 3 "
NOTES:
STA 11+76.55Li
(18.8' RT.)
135.0 L.F. 36"
2" PVC(SDR-17) W.L.
21
RCP ® 0.60%�
(To FES 13) \
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1. NEW ROAD WILL BE CONSTRUCTED TO N.C.D.O.T. STANDARDS, INCLUDING
DRAINAGE STRUCTURES AND PIPE, AND WILL BE A PUBLIC DEDICATED
ROAD.
10 �X s
s�
RCP ® 0.60%
(To FES 1-11
INV=736.
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CLASS 1 RIP -RAP APRON
20' D.E. \ L=20' 1 g
2. ALL RESTRAINT PIPE FITTINGS INSTALLATION SHALL FOLLOW DIPRA RESTRAINT PROGRAM. 2
CLASS 1
L=24'
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