HomeMy WebLinkAbout20190600 Ver 1_100_016_47854_Rdy_psh_plan sheet_04_labels_20190508DocuSign Envelope ID: 49DO4879-E85A-4BDA-BB65-FOA609OBFCE2
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DETAIL SLVI
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural tk' 0e< Fill
Ground ?.� D Slope
Min. D= 1 Ft.
FROM -L- STA. 10 + 25 TO STA. 11 + 05 LT
FROM -L- STA. 11 + 05 TO STA. 11 + 75 LT
FROM -Y- STA. 14 + 50 TO STA. 15 + 00 LT
= 8. 04' 487 (RT)
D = 3' 16' 26.6
°o/��
L = 246.80'
o, T = 123.60'
R = 1.750A0'
\Q SE = OA3
RO = 60'
8� S
CVo
o� (0�,
Z
Cb
Q \
�Q-
Pl Sto 11+55.82
A
= 21* 54' 29.4' (RT)
D =
l0' 5/' 05.3•
L =
201.89'
T =
102.19'
R =
528.00'
SE
= OA5 (EX.)
RO
= l00'
Pl Sto l5 +81.62
A
= l0' l9' 57.9' (LT )
D =
6' 21' 58.3'
L =
162.3/'
T =
81.37'
R =
900A0'
SE
= 0.05 (EX.)
RO
= l00'
O
SIDNEY MITCHELL
DB 936 PG 2329
B� PROJECT WBS 47854
to.10+00.00
-Y POTSh. 3 +50.16
ti
O 96,
WOODS
BETHEL UNITED METHODIST CHURCH
DB P PG 385 O
-Y- Sto.12+55.00
- - - BM °1
ELEV. = 2693.06'
SONO�w'
14 •
-Y- POT Sto.10+00.00
11
,ems 9/
-Y- PC Sto. /0+53.63
P/ =
11 +00.00
EL =
2,687.96'
VC =
l50'
K=126
11
12
13
-Y/-
Pl Sto l0 +28.12
A
= 32. 45' 05.4' (RT)
D
= 81' 5/' 04D'
L =
40.01'
T
= 20.57'
R
= 70A0'
HOYT NORRIS
DB 270 PG 556
-L - PT Sto. 13+70.98
BY2-5 \1
-Yl - POT Sto. 11 +40.51 \\ /
CRASS /
z
-Yl - PT Sto.10+47.56
SPECIAL LATERAL V DITCH
SEE DETAIL SLVI
-L PC Sto. 11 +24.19 09
SPECIAL LATERAL V DITCH
35' LT
SEE DETAIL SLVI
GRASS
+01
50'
+15 REMOVE}
40' /
-L-
+ 55.52
12' &
+ 08.11 GTD
35' LT
30' LT
E� `
F
22.50' LT
+75
` T 36" RCP -III
F W E T A R E 402
\ w
- RETAIN /
12.50' RT
2a _ F
o TYP. 15
-L - POT Sto. l5 +37.89
s9 �°-
F
EIP BM tt2
ELEV. = 2690.18'
-L - POT Sto.12+00.34
-Yl - POT Sto.10+00.00
ELAINE SHERRILL
DB 461 PG 2311 END PROJECT WBS 47854
-L- POT Sta . 11 + 75.00
\SF
CLASS 'B' RIP�P
EST. 11 TONS
28 SY GEOTEXTILE rl
GRASS Iol BYI-4
.o
ROCK
SPECIAL LATERAL V DITCH
SEE DETAIL SLVI /6
- GR\\Al P\NE�jSR IS7 RD/
+ 73.66 n % / 50NOM%
10.50' LT
MPp
i
11.23' �Y �
Y 1-3
a„ S EEL
NAIL INS, i RETAIN
CAP ` GRASS
UND) \
+40 ` Q +00.25/ F
F F 30' RT
30 -Y- PT Sto. 16 +62.55
A
I HUMAS LONG
+00 6' +20 E +50 +50 \ -)B 397 PG 20
30� & -8\ � 30 & +00 50 10.50' & END CONSYRUCT/ON
50 0 9� 50 65� GRASS 30' RT -y- Sto./5f 0A0
GRASS
CLASS 'B' RIP RAP
-Y- PT Sto.12+55.52 EST. 11 TONS -Y- PC Sto.15+00.25
28 SY GEOTEXTILE 6�°
6
6° i9
O
TIMOTHY & REBECCA ROGERS
DB 732 PG 1169
+55.�
12' &
10' RT
BM #2
8" SPIKE SET IN BASE OF 30" PINE
N 38.43' 32.9" E (82.21') FROM -LY- POT STA. 15+37.89
EL. 2690.18'
PIPE HYDRAULIC DATA
-L- Sto
//+05
DRAINAGE AREA =
44
AC
DESIGN FREQUENCY =
50
YRS
DESIGN DISCHARGE =
64
CFS
DESIGN HW ELEVATION =
2686.3
FT
100 YEAR DISCHARGE =
77
CFS
100 YEAR HW ELEVATION =
2687.0
FT
OVERTOPPING FREQUENCY=
25+
YRS
OVERTOPPING DISCHARGE =
57
CFS
OVERTOPPING ELEVATION =
2686J
FT
14
15
O
TINA MCCLEARY
DB 840 PG 702
loom■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.
1■■■■■■■� . • ■■■■■■■■■■■■■■■■■■■■■. "■■■■■■■■■■■■
=======�
PIPE HYDRAULIC DATA
-Y- Sto.
14+28
DRAINAGE AREA =
45
AC
DESIGN FREQUENCY =
50
YRS
DESIGN DISCHARGE =
65
CFS
DESIGN HW ELEVATION =
2685.6
FT
/00 YEAR DISCHARGE =
79
CFS
/00 YEAR HW ELEVATION =
2686.8
FT
OVERTOPPING FREQUENCY =
100+
YRS
OVERTOPPING DISCHARGE =
88
CFS
OVERTOPPING ELEVATION =
2687.8
FT
10 11
12
P1=
13+40.00
EL =
2.684.34'
VC =
160'
K =
/9
V =
20 mph
13
14
PROJECT REFERENCE NO. SHEET NO.
WBS 47854 4
W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
CARO, N CARD
• � Q tip•.
SEAL 9r ; = = ' 4 SEAL �•;
39283 _ _ 40801`A
:p hqnt
-793iX&V 493444.Hv �� `` 8382'14 3'240F.0 Q `�
5/1/2019 5/1/2019
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
== M A Engineering NC
License:
MAWConsultants, InC. F-0160
598 East Chatham Street Suite 137 Cary, NC 27511
Phone: 919.297.0220 Fax: 919.297.0221
ALL DRIVEWAY RADII ARE 10' UNLESS SHOWN OTHERWISE.
BM #3
ELEV. = 2702.05'
15
�•J