SW6230702_Plansheet - 6 Proposed Conditions/Site Plan_20240116 (3)

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•� - T / 40 P.D.E. I
o 1 20' WIDTH I ROCK OUTLET PROTECTION AT TERMINUS OF SP 06 / ROCK OUTLET PROTECTION
/ NCDOT STD 876.02 NCDOT STD DWG 876.02
39
3 V 41 I CLASS 'B' RIP RAP L - 4 / ® '
/ L = 18 FT CLASS 'A' RIP RAP � .J THOMAS ENGINEERING, INC.
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I 43 P.D.E. \
1 T SPECIAL DITCH 06 20' WIDTH
T 36 ` I NODOTCK OSTDE876.002 PROTECTION
1 L = 18FT / / \
• / RCFES I I LASS 'B' RIP RAP / / 143 Charlotte Avenue, Suite 104
1 INV EL - 204.5 Sanford, North Carolina 27330
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STA 206+75, 28' LT I
44 / [phone] phone/ T 1
50 LF - 36" HP @ 0.6% www.jthomasengineering.com
/ / /I
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N SPECIAL DITCH 07 license no. C-3389
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SMITH FARMS DRIVE �
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SEE SHEET 5 206+00
• T / 205 00 - - 207+pp l / /
37 IC� 0 W W M /
T PVBL 2p4+0 G w /
14 / ` ��" W wnn� 2p8yp CENTER CUL-DE-SAC / /
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202+00 ' / STA: 204+81 RT �V l /
• z i W STD HEADWALL /� 211.6
20q`00 W ' i NCDOT STD DWG 838.01 / �' ?7p4.
INV EL = 204.8 pp
1 W ' / STA 206+75, 22'
20 p0 ' / , 46 PROFESSIONAL ENGINEER'S SEAL
W / 1 2 T�
/ FIRE HYDRANT
13 1
1
c � STA. 209+15 RT 213 6 �
T 52 W
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1 SEE SHEET 4 /
1 J
Z z T__l
12 �T� . / 47 a Q Z
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5 00 � o
zi T a
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AG ri► \ VERTICAL SCALE: 1" = 5' O
ROADSIDE / SPECIAL DITCH SCHEDULE ROADSIDE / SPECIAL DITCH SCHEDULE O 3 = O
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 J = �
w
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/o) LINING 0 � � ��� J +
O
LT 200+27 206+25 0.5 1.3 0 1.5 598 4 1.1 GRASS W/ N.A.G. S75BN LT 210+07 210+58 0.05 0.2 0 1.5 60 4 0.8 GRASS W/ N.A.G. S75BN U _ OLL
RT 200+27 206+25 11.9 25.2 0 1.5 598 4 1.2 GRASS W/ N.A.G. S75BN RT 210+07 210+58 0.5 1.3 0 1.5 60 4 2.5 GRASS W/ N.A.G. S75BN 50 0 25 50 100 W T
LT 206+25 206+75 0.5 1.3 0 1.5 50 4 5.6 GRASS W/ N.A.G. S75BN RT-LT 210+58 RT 210+58 LT 0.5 1.3 0 1.5 160 4 1.3 GRASS W/ N.A.G. S75BN 1 1 i O N
RT 206+25 206+75 12.1 26.0 2 1.5 50 4/ 2 (BACKSLOPE) 5.0 NCDOT CLASS B RIP RAP W W
LT 206+75 207+25 <0.05 0 0 1.5 50 4 5.6 GRASS W/ N.A.G. S75BN SP 06 20.3 40.4 3 1.5 170 4 0.6 GRASS W/ N.A.G. S75BN HORIZONTAL SCALE: 1 = 50' w Q a
RT 206+75 207+25 7.2 12.0 2 1.5 50 4/ 2 (BACKSLOPE) 5.0 NCDOT CLASS B RIP RAP SP 07 1.5 2.7 0 1.0 180 4 3.0 GRASS W/ N.A.G. S75BN
RT 207+25 210+07 7.1 11.7 0 1.5 282 4 0.9 GRASS W/ N.A.G. S75BN J v/
235 235 Q 1 N Z z •
V Qw
t/� H ZO as
W Z - v J
230 230 W Ln rr_��
INTERSECTION 0 v
STA 113+39. =STA 200+00 O W Z
rA W Z Q�
225 225 m
w °C a �
= Q M
2
O
W
W
220 LOW POINT EL=209.2 ' 220
P I STA:206+70.00
K=48.23
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PROP, CIL ROADWAY GRADE
100.00,VC a
EX. GROUND AT 3
ROADWAY L
-Wa
O
215 PRO . - - _ 215 REVISIONS
ATERLINE man
N
13%
_ 3' MIN COVER
(TYP) _ ( P) u�
210 CONNECT TO PRO. - - _ _ _ NUN 3 MIN COVER 210
SEE SHEET 4 1) WATERLINE 3- STORM- 2" PVC W
RLI E
6" PV N
205 1 - 6" 2" REDUCER 205
2
1 - V BLOW-OFF ASSEMBLY F'
J
Q
W
z o
W
200 200 z
N Q
_ z
ENCASEMENT
(CENTERED ON ¢
2
195 195
VERTICAL BEND AS REQUIRED N
N
TRANSITION TYPICAL ROADSIDE DITCH TO W
AGENCY REVIEW ONLY
190 190 c
a�
E
J
EX. GROUND AT ROADWAY C/L Scale: Drawn by: o
PROP. C/L ROADWAY GRADE SEE SCALE BAR JRT a
185 185 Sheet: Designed by: o
JRT E
0
00 M � f0 ON M � t0 � O � MO ON O � Mco W Vt M01 N � NN W) Cn N � O1 � ffl� MO 00 r__
CDC O � � � O� � M � ti � N � W O In O� � MC) tico Mco Mc tic N � �Dco � � fDO u� N Reviewed by:
CD �D O �_ �_ _M _M N_ N_ �_ _O O O O O O O C. O O O O O O O O O �_ N r N r
N N N N N N N N N N N N N N N N N N N N N N V of 2 1 JRT
N N N N N N N N N N N N O N O N O N O N N N N N N N N L
Project Number: Date:
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 211+50 22-004 01 MAY 2023