SW6231107_Plansheet - Other_20231115 (12)

drawn by CCB
tz� � � "Car011Ona Place" checked
Plat Cab 2-4 1 Page 003 reviewed
WETLANDS \\ 1 / ` I
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x J \ \ l \ l \ /OPEN SPACE-1_ � � \ date MAR. 2023
_ \
OPEN SPACE \\ �� . ���\\ '� _ ~~~\\ \
/ � _ .r (STORMWATER POND)
!/ job no. 20-1035-02
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\ 10'NO ACCESS&LANDSCAPE ESM"A \ \ \\ �1 � 10'NaACCESS ESMT
` � \ \ EX.TEL PED \ r�
-_.-X------ X--` 10'ADDITIONAL R/W / ! \ , I l \ 1 _-____-- \ 10'ADDITIONAL R/W
EX-24,RCP EX.PP -Ex STREEF _ ----- o
�_ - ---------251----_--_--_------------' -----_-- f- \ EX IN L-- __ - �- _ - \ --- - - ----J� ��--- ------ - --_- - -- --
r' INV.248.20 ---________ - _..-..--__-_.._- -25D_- --- 2`9-- --241-- -- - _ -- --- - 2
/ - ---------------_ _EX DITCH ---- ------ - -245'_- ---____ _ ~� - - stcns ----- -----
--- _ --
_ - - �3--- c--- ---- -------- ------ _ - - 242.2s_ a --- ------- ^EX.DfrGH4 - X INV. _ - -249- - -- �
EX.DITCH
\ - --- ----- -- ----- �248---- 4---T- -- __---- -off -_ -- s` `�¢�- v- qq_-�—E_--- find o —s-�—a --� —� �~ —� —E244.79
--- ti 246-- ti-- - •.-245-- a- - o a-- -
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EDGE OF EX.PAVEMENT ----- --. J -- ----248--- EDGE OFEX.PAVE .NL -------- P--- --- - ------ __ __ ___ ------- ---- V rya ryas' t 9 --- - ----
------- - - EX WATER MAIN --- ---`250- ----
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EX WOOD POST-WIRE FENCE
EX.TELlGTV PED - EX DtTGF{ \\\\ \ / Z IU
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INV. Iti t 24183 \• `ti° � � J \ /W1 JOHNSON MILL ROAD SR 4\409) \\\ \ `-Or EX- \\ `241.34 � y EDGE OF WATER �`�4 ��\ti` LA��\ ,la l" 1 Y? t �H"1 /z O 1 V
60 R/W (PUBLIC)
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EXISTING CONDITIONSb
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"All construction to be in accordance With current applicable Hoke County, North N
Carolina Department of Transportation (NCDOT) and/or Hoke County Utilities a 006
Standards and Specifications."
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GRAPHIC SCALE
-40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
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(STORMWATER POND)
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CONSTRUCT STORM JUNCTION
BOX ON END OF EX.18"RCP
// I 14' I TOP 247.46
INV. 18°OUT 244.79
� ! y 16'-18"RCP ----""
�a 1.90% ,/ INV. 18"IN N 244.80
J tics INV. 18"IN W 244.80
{ OPEN SPACE l ADD 16'ONTO EX.18" 5
-CULVERT HOLDING - 2 'B-B (�
NEW INV.18"RCP ff EX.SLOPE OF 1.90%
T CULVERT 242-55 STORM DROP INLET 0
x 4 s INV. 18"IN 100'-18"RCP TOP OF GRATE 248.00
A
a ( 10'NO ACCESS&LANDSCAPE ESMT r 16'-18"RCP 88 •18"OUT 245.10
4 • 10'NO ACCESS ESM CLASS IV(U 0.30% \,!d
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--- X --X-� SWALE 0.67°11` "l S
q X 10'ADDMONALR/W SWALE 2.00% Q �— WALE o
z SWALE�1.00% � 4 � �.-- (�03G'/ �R 0.50/0
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3 10'ADDITIONAL R!W ......,�,
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EDGE OF EX.PAVEMENT EDGE OF EX.PAVEMENT " L /'I�'�
Z 'At, EX.WATER MAIN O W �
EX.VEG.LINE
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EX.WOOD POST-WIRE FENCE � W .
D EX .nC _
INV.241.34 EDGE OF WATER INV.243.83 \� f � u. J
JOHNSON MILL ROAD (SR 1409) , �`�
60' R/W (PUBLIC) o CS
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....... ... ..... PROPOSED PAVEMENT
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...... ........ ............ .. RIM 46.08 W
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PROPOSED DRAINAGE z � a
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Scale
1:40
N Field Book No.
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SHEET
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JOHNSON MILL ROAD WIDENING&DRIVEWAY MAP
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