SW6230702_Plansheet - 5 Proposed Conditions/Site Plan_20240116 (2)

���y / .1 THOMAS ENGINEERING, INC.
14 15 16 17 18 19 20 21 22 23 24 / / ROCK OUTLET PROTECTION CIVIL ENGINEERING & PLANNING
/ NCDOT STD 876.02 \
L = 4'
CLASS 'A' RIP RAP
' STD HEADWALL 20' WIDTH
NCDOT STD DWG 838.01 / 25 143 Charlotte Avenue, Suite 104
INV EL = 206.0
STA 119+69, 22' LT Sanford, North Carolina 27330
/ [phone] phone
RESIDENTIAL WATER METER / SPECIAL DITCH 05 www.jthomasengineering.com
w RESIDENTIAL WATER (TYP) �- / / license no. C-3389
w_ STREET LIGHT SERVICE LINE
I (TYP) (TYP) I / 202.7 _
LU
L M WM M PUB IC R/W WM M WM M WM M
LJ M WM M
o
+ +001 115+00 116++_ 117+00 115+00I 119+00 120+001 121+00 122+001 123+00 124+00 I 125+00 203. +00
SMITH FA RMS RIVE FP �-
< w, w yV w w w r I w w w w w vy I- w w w r I�w w w
W I -4 WM6 � PUBLIC R W WM6 ❑WMM WM6 O'^'M -� -� -� WM� ❑wM
z ❑ FIRE HYDRANT774, 1 - 6" GV 50 LF - 24" HP @ 2.0% a y 202.7 2
I T \ I /
= STA: 118+64 RT RCFES ..., FIRE HYDRANT W J�
U INV EL = 205.0 STA: 123+64 RT / \
STA 119+69, 28' RT y
SPECIAL DITCH 01 SPECIAL DITCH 02 Q.
PROFESSIONAL ENGINEER'S SEAL
P.D.E. P.D.E. _(�'°_
20' WIDTH
20' WIDTH
MAIL KIOSK AND \
SPECIAL DI CH 03 `�' PARKING AREA
• O SEE SHEET 8
2
37 36 35 ROCK OUTLET PROTECTION AT TERMINUS OF SP 01
� �= � Q
NCDOT STD DWG 876.082 ., 201.0 �201.5 �� SPECIAL DITCH 04 +
ROCK OUTLET PROTECTION AT TERMINUS OF SP 01 CLASS 'B' RIPRAP
NCDOT STD DWG 876.02 I I N
L = 4' .� 34 33 32 31 30 29 28 27 , , z
CLASS 'A RIPRAP
O.S.
Q Z a
W 0
5 (�
ROADSIDE / SPECIAL DITCH SCHEDULE ROADSIDE / SPECIAL DITCH SCHEDULE (�, 0
ROAD SIDE BEGIN STATION END STATION DRAINAGE AREA 10-YEAR FLOW BOTTOM WIDTH (BW) DEPTH (D) LENGTH SIDE SLOPE (Z) AVE. SLOPE 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) (0/0) (STA) (STA) (AC) (CFS) (FT) (FT) (FT) (Z:1) (
) LINING OR DITCH ID o/°) LINING >= O C)
LT 114+00 119+44 6.1 15.4 0 1.5 544 4 1.1 GRASS W/ N.A.G. S75BN SP 01 2.5 6.4 0 1.0 310 4 2.2 GRASS W/ N.A.G. S75BN Q Q
O
RT 114+00 116+70 0.25 0.6 0 1.5 270 4 1.1 GRASS W/ N.A.G. S75BN SP 02 6.85 17.3 2 1.5 270 4 2.5 NCDOT CLASS B RIP RAP J +
LT 119+44 119+69 6.15 15.5 2 1.5 25 4/ 2 (BACKSLOPE) 6.8 NCDOT CLASS B RIP RAP SP 03 0.85 2.1 0 1.0 230 4 2.5 GRASS W/ N.A.G. S75BN UJ W
LT 119+69 119+94 0.05 0.1 0 1.5 25 4 4.8 GRASS W/ N.A.G. S75BN SP 04 0.3 0.8 0 1.0 180 4 1.4 GRASS W/ N.A.G. S75BN _ OLL
LT 119+94 124+90 0.5 1.3 0 1.5 496 4 1.1 GRASS W/ N.A.G. S75BN SP 05 1.2 3.0 0 1.0 150 4 0.9 GRASS W/ N.A.G. S75BN 50 0 25 50 100 W O T--I
RT 121+70 124+90 0.25 0.6 0 1.5 320 4 1.1 GRASS W/ N.A.G. S75BN Z
LT 124+90 125+60 0.6 1.5 0 1.5 75 4 1.9 GRASS W/ N.A.G. S75BN
LT 125+60 125+92 0.2 0.5 0 1.5 60 4 1.8 GRASS W/ N.A.G. S75BN HORIZONTAL SCALE: 1" = 50' Q w a
230 230
V Qw
t/� H Z � a >
W Z - v oc
225 225 W LL 0
in Ill".. � U)
O Vi W z a
220 220 LL
w °C a
_ � M
2 O
I \
V/
215 PROP. C/L ROADWAY GRADE 215 ^
EX. GROUND AT Q
c
a
3 MIN COVER
3
210 210(SD �
0
6" PVC REVISIONS �
WATERLINE non
N
STA 119+69 F.H.
2
205 1 - 6" Gv (TYP 205 z
R 1) WATERLINE a
(TYP) N
200 =200rVC N ATERL NE
1 - 6" X2" REDUCER
UV
Q
W
BLOW-OFF ASSEMBLY O
VERTICAL BEND AS REQUIRED W
195 195
0
MATCH STORM CULVERT INVERT
STA 119+44 LT TO STA 119+ 4 LT z
2
190 190 0
N
LU
N
U
AGENCY REVIEW ONLY
a
185 185
PROP. C/L ROADWPY GRADE
a�
E
J
Scale: Drawn by: o
SEE SCALE BAR JRT
a
180 180 Sheet: Designed by: o
JRT E
OJ ti N ti N 00 M 00 C) V O In O fD r 0 N I,. N 00 M �
C) co 00 � NN h ten! to 00 Ind C) O � O 000 M � OD ^ N ^ I� � � 'n O O � lf� � C) � V O OOM MO
In O 6 .4 cF V C'7 M N M e- N O N O) _ co C] co O O Cj (0 0o c0 00 c0 CO ti CO V7 c0 07 U) Ui L Ln V Ln M M
N N N N N N N N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O N O Reviewed by:
N e N e N N N N N N N CM N N N O N O N O N O N O N O N O N O N O N O N O N O N O N
5 of 2 1 J RT j
Project Number: Date:
114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 22-004 01 MAY 2023