SW6220604_Plansheet 04 - Grading_Drainage Plan_20220926

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60 LF - 18"
CLASS V RCP @
1.0%
100+00
1-8"X6"TS&V
K&OR
06.11]
K&Rl
375
Me]
S
365
CT:11;
CONNECT
Wi
1-8"
355
350
345
1
END DITCH RE -GRADE •` t �/ HlaON + T
STA 100+53, 100' LT
STA: 100+57.3
OFFSET: 100.0' L
T
RE -GRADE ROADSIDE DITCH
(TO TYPICAL DIMENSIONS) TO t
DAYLIGHT CULVERT
SLOPE 2% 36 35 34 33 32 31 30 29 28 27 26
10 X 70 SIGHT
TRIANGLE 25
ROCK OUTLET PROTECTION BANEBERRY PLACE c
NCDOT STD 876.02 SEE SHEET 5 c
TL = 6' ,O
CLASS B RIP RAP
OUTLET PROTECTION
NCDOT STD 876.02 3
RCFES ROADWAY INTERSECTION D
T INV EL = 365.0 L = 15 FT STA 112+13.3 STA 500+00 (�j
STA 100+55, 30' LT CLASS 'B' RIP RAP
'STOP' SIGN -STREET LIGHT
2
STA: 100+69.2 RCFES
OFFSET: 30.0' L (TYP) INV_ 1 - 6" TEE r
{ STA: 100+68.0 STA 111 E91 26'L T m
I �Q STA: 101+18.0
OFFSET: 10.0' L I 2 6" GV z
/ OFFSET:•15.0' L I
r
WM WM WM WM WM WM UBLIC R/W WM WM WM WM 4WM �g WM[
( � T T �i D
101+00 U 1 102+00 10 +00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 12+00 113+00 114 �
ie e i o e _C/L e ie e l e i_ +
I EPTAPER Z LIAM �r�IVE p
W W� W W �DR 1 WAT�Z� W W WI W W W �� W W 77 W W W W W W "PVC WATERwI W
WM❑ M ( �) WM W� WM❑ �� PUBLIC R W WM❑ WM WM ❑WM WM❑ � � m❑ M
_ M
• 1 - 6" GV 48 LF - 30' CLASS V
I RESIDENTIAL WATE I I I I
�-7
�' STA:101+20.2 2
FIRE HYDRA SERVICE LINE FIRE HYDRANT FIRE HYDRANT o
RCP@0.6/0 M
OFFSET: 10.0' R � (TYP) STA: 104+63 RT STA: 108+49 RT � � TI STA: 100+80 RT .
STA: 100+70.2
STA: 100+70.7 OFFS L RESIDENTIAL WATER METERLn
-FIRE HYDRANT
..� OFFSET: 30.0' R
T RCFES (TMP) STD HEADWALL STA: 112+35 RT
INV EL = 365.6 NCDOT STD DWG 838.01
STA 100+56, 30' RT STA 1NV EL 22' RT
•-I
10 X 70 SIGHT '
•L•� TRIANGLE
RE -GRADE ROADSIDE DITCH
-� TYPICAL DIMENSIONS)
FOR
2 3 4 8 9 11
FOR UNIFORM SLOPE TO
CULVERTINVERT 5 6 1 0 12 13
SLOPE N 2% 1
14
STA: 100+62.9
OFFSET: 100.0' R
BEGIN DITCH RE -GRADE
I STA 100+56, 100' RT
5
ROADSIDE / SPECIAL DITCH SCHEDULE
ROAD SIDE BEGIN STATION END STATION DRAINAGE AREA 10-YEAR FLOW BOTTOM WIDTH (BW) DEPTH (D) LENGTH SIDE SLOPE (Z) AVE. SLOPE VERTICAL SCALE: 1" = 5'
OR DITCH ID (STA) (STA) (AC) (CFS) (FT) (FT) (FT) (Z:1) (%) LINING
LT 100+55 106+00 0.5 1.9 0 1 545 4 1.1 GRASS W/ N.A.G. S75BN
RT 100+56 107+27 2.3 5.8 0 1 671 4 1.0 GRASS W/ N.A.G. S75BN 0
LT 110+50 111+91 0.1 0.4 2 1 141 4 2.4 GRASS W/ N.A.G. S75BN
RT 107+27 111+66 2.8 7.1 2 1 439 4 0.9 GRASS W/ N.A.G. S75BN
RT 111+66 111+91 3.0 7.6 0 1 25 4 8.0 NCDOT CLASS B RIP RAP 50 0 25 50 100
LT 112+35 114+00 0.4 1.5 0 1 165 4 1.2 GRASS W/ N.A.G. S75BN
RT 111+91 112+16 5.4 13.6 2 1 25 4 7.2 NCDOT CLASS B RIP RAP
RT 112+16 114+00 5.0 12.6 2 1 184 4 1.0 GRASS W/ N.A.G. S75BN HORIZONTAL SCALE: 1" = 50'
111611
HIGH
POINT STA: 107+27.44
POINT EL= 374
26'112+16-54
P
I STA: 107+25.
0
LOW
POINT EL= 370.
6'
K= 52.84
PVI F1 -
100.00' VC
K= 46.15
VU
INTERSECTION
P
I STA: 100+70.00
PROP. C/L
ROADWAY GRADETA
900+00
RY
40.00' VC
04
F.H.
IQ-
cc
-0.90%
F. H .
I
- -
0.99%
3' MIN COVER
�
- -
3' MIN
COVER
30" STORM
-30
+
TEgLINE
R 21
WATERLINE
6" PVC (SD
1 -
V
EX. 8"
C
DNNECT TO PRO.
" WATERLINE
WATER
2-6"GV
MAIN
z
z
VERTICAL BEND
AS REQUIRED
O EX. 8"
TO MEET MIN.
SEPARATION
ENCASEMENT
FIER MAIN
6" TS&V
(CENTERED
ON CULVERT)
ERTICAL BENDP
S REQUIRED
TO MEET MIN. S
EPARATION
TRANSITION
TYPICAL R
DADSIDE DITCH 10
TA 111+66 TO S
A 112+16, RT
EX. GROUND AT
ROADWAY C/L
PROP. C/L ROADWAY
GRADE
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911*1
91-1i]
355
350
345
114+00
.J THOMAS ENGINEERING, INC.
CIVIL ENGINEERING
&
PLANNING
143 Charlotte Avenue,
Suite 104
Sanford, North
Carolina
27330
[phone]
phone
www.jthomasengineering.com
license no.
C-3389
PROFESSIONAL ENGINEER'S SEAL
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REVISIONS
13 JUN 2022: PER COMMENTS RECEIVED
IN 1ST
SUBMITTAL TO REGULATORY AGENCIES.
14 JUL 2022: REVISIONS PER COMMENTS RECEIVED IN
2ND SUBMITTAL TO HRW.
11 AUG 2022: REVISIONS PER COMMENTS
3RD SUBMITTAL TO HRW.
RECEIVED IN
26 SEP 2022: PER COMMENTS RECEIVED FROM NCDEQ
STORM WATER.
AGENCY REVIEW ONLY
Scale:
Drawn
by:
SEE SCALE BAR
JRT
Sheet:
Designed
by:
JRT
4 18
Reviewed by:
JRT
of
Project Number:
Date:
21-002
30 MAR 2022