SW6231107_Plansheet - Other_20231115 (13)

drawn by CCB
"Carollona Place} checked
wETIATms \\` •-� 14' I --__ �o �_ \\ Plat Cab 2-41 Page 003 reviewed
date M
16'-18"RCP AR. 2023
/ - y-i 71 \\
OPEN SPACE I \\ ,1 ( 1 I @ L90% (STORMWATER POND) " 1
ADD 16'ONTO EX.18" --_ ~�. \"r ~ j
/✓ k j , \ 1 I 1 ` \ 4 .\ \ j , CULVERT HOLDING ✓ I 8 `? \2 CONSTRUCT STORM JUNCTION job no. 20-1035-02
1 - 2 'B-B `si
NEW INV-18"RCP \ t EX.SLOPE OF 1.90% i ( BOX ON END OF EX.18'RCP
CULVERT 242.55 j \ \ \ _tM?' ~ .� �" TOP 247.46 STORM DROP INLET
EX. INV.18"OUT 244.79 TOP OF GRATE 248.00
x 1 j r ►� \ \ _ - _ \ INV. 18"IN INV. 18'IN N 244.80
1 244.88 INV.18'OUT 245.10
\ ^•� _ INV- 18"IN W 244.80
� 14'�JO ACCESS&LANDSCAPE ESM'T1 �O \ \ � S3 � 10'NO-ACCESS ESMT �
- -X X IV ADDITIONAL R/W -T- SWALE 2.00% �- tiDpyy p�S� \ SWALE @ 0.67% �P✓Q LPS� AA3 ~ SWALE @ O. p/ -o0ty-16 @ 0.50% \18"RCP EX.TEL PED \\\
SWALE @ 1.00"I `y °� Y 3� a�- \
81 SWALE @ 0 60% - 2 100'-18'RCP
E)iG O ~ \ ?qs C, EX.PP' = %;:': '•'LAx:9r:".:''i,::'• 't' ' 4 y EX.PP CLASS IV @0.30°fo \ -�
:.,.
EX.24-RCP EX.PP - -
--. ---- -. -----251------- �.."� -ocs>�z�r ----- °
--- _---------_ s __ --..'-- ------ - - Ex.INV. :'•:• :•::::::..•:'::'f: '• '•:': '• ; '. :;::;:•.::•;.;•p,. ----_ - -250-- -
✓ INV.248.20 ------------- 4'+ ___ - __----25D - - X '� .,.,.....: - -._.
4 Q ry0 .•:: :' ::"::.';::;:. ::::'.::•:i:.x:�: -.:.-r' -SIGNS -
- - H -- - --C - -
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OF AVENATIN
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0' o i O•L32% W o �
.O� N W p 0 p p ti 4• 2.5,/o p - fl.. - r
0 6 •-0,85°fa 4rO- t0 '� 1' 0' n 6p, CYg/ my
O 0� 2.24% gn 1 bl°!o dt9 0�^ O On f• _.:. p0 0 .. 2h O eo 0 W - ' ' X A y� 197%
p p p p 1 58°fo p' 1.97?/u p0"/ 1.789'0 �' O 0.80°fo 1• 1 2.f6°f° 0�' f Q 3311 fly. '� 3.10°fo 3.23°t° O�11' 3.75 W g \ O ,y`L O'?`�O• p°�'f h •'p`A\lEr
----- p p rk p p per. o y �rvb o 11' 6 0 fl ? o f p
t p G�• A6• p�O- tt-8fW/a p�• b- Q p p a•.. -
EDGEOFEX.PAVEMEN'1' ---- _J --------248--- EDGE OF EX.PAVE .N--------- _- - -- ------ - - _ L 4" -250-- - - - --
j -- - - EX.WATER ------- - ---------- ----- �p� 1 - ------ ---
'PC,p MAIN ._ _- _ � 249^ i
46
--------- - a, EX.VEG.LINE -- - ---------------- _ -^ _ ?�
"- --248------ - 47 . - - - - ✓ _ ��-- -244--------- - \ o� - O
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-�---- =� ---------------------242r. - --+�� Z +ca« ( � L�\ Lp� pw, ,yAg ✓ = M'�I 1 U Z
EX.WOOD POST-WIRE FENCE --
EX.TEUCTV PED• ICH I Z N
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JOHNSON
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lD \ EX.INV. �'\ S� ?S S� 243.83 \\ \ 2� WQC�l �!]��►JV N ]..11.Ll� R V I,JR \ \ / r 1 `241.3d EDGE OF WATER \\ \ § 1 , �\ \`\ \\ \ ` \ ���`\ "p`\ O t0
60' R/W (PUBLIC) `\ `, \ `' \ \ gyp --oh ��,�;-~ .. Q Q
\1\1 Lp m tip \ O /r (f1 �"� W _
:.:...........:.:.....:. PROPOSED PAVEMENT al
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>'J1AA Q�- PROPOSEDGRAD-ING
VARIES
ADDITIONAL U
RIGHT OF WAY
5' VARIES EXISTING 60'PUBLIC RIGHT OF WAY (TO MIT OF GRADING 5' 5' VARIES EXISTING 60' PUBLIC RIGHT OF WAY ARIE 5' ( --.
EXISTING 60'PUBLIC RIGHT OF WAY n
' p Q S1
Of U O VARIES VARIES VARIES VARIES >- H ' I- w VARIES VARIES VARIES w Ir U 1- moo �co W b
9 z (6'MIN) 6' 11' 0'-11' 11' 0'-11' 6' (6'MIN) U I- ( �a CC w a (6'MIN) 6' 11' 0'-11' 11' 6' {6'MIN) U d w O ' O . `--
ww • 2:w dZ) z
dcA w UQz GRASS PAI TED GRASS O W W' n- rn w 1-z =
0- O <_ SHOULDER ME IAN SHOULDER o F- W ( � z Ud_ SHOULDER (9~z m coN(0I VARIES C9cO)CO EXISTING PAVEMENT C700 VARIES
to
PAINTED GRASS C7q- z z z m c•>
h U w Qp� z ( F- OU w R�� MEDIAN SHOULDER 20 w O Q� U5
z�t9 O w Q00 OR O ( X�Q VARIES VARIES X�Q a
pn LL I I Oaw Of VARIES wC9> (11'+/-) (11'+!-) WO* VARIES
ao I -
- VARIES
(MATCH EXISTING)NG VARIES - I- C102 VARIES VARIES ap0
1 1!2 :1 1 4 ( "�- _ ___ --_- (MATCH EXISTING) 1"f 4 -, - ( ~-I 1„l FT (MATCH EXISTING) --- --- {MATCH EXISTING) 1"J d~� --+ - vAR�FS
to EXISTING - ���"- -11 1 1/2 .1 ( 1 1/2 :1 1 �- --- --- -� _ 1 1 1/2 :1 - _ �S -F- VARIES-= 1-
g\
to EXISTING to EXISTING GRADE to EXISTING ( GRADE GRADE
' V-SF9.5A 1"OVERLAY 1"-SF9.5A GRADE 1"-SF9.5A 1"OVERLAY �1' -SF9.5A EXISTING PAVEMENT
2X'-119.B (1"-SF9.5A) 2Y2'-119.OB I 2YV-119.B (1' -SF9.5A) E
- 3112'-B25.0B 3 "-B25 OB -I - - SEE PLAN FOR DITCH 3 Y2'-B25 OB 1� --� - DESIGN UNKNOWN F-
2112'-119.OB
SEE PLAN FOR DITCH SEE PLAN SHEET FOR GRADE 312'-B25.OB SEE PLAN FOR DITCH p
GRADE DITCH GRADE GRADE VARIES{O'-5'+!-) VARIES{0'-5'+/-) U
z
o
of
•0 IL
W
POPE STATION 10+00.00 to EXISTING CONDITIONco
STATION 6+57.15 to STATION 15+63.01
. .... ................
+ 1";SF9.5A {NOT TO SCALE) (NOT TO SCALE) O
STATION 10 00.00 2f 119.OB
U
(NOT TO SCALE) 3 Y2'-B25.0B "All construction to be in accordance with current applicable Hoke County, North
Carolina Department of Transportation (NCDOT) and/or Hoke County Utilities
6'SYMMETRICAL 12'RIGHT TURN
2"SF 9.5 ASPHALT WIDENING LANE Standards and Specifications."
MATCH EXISTING i i i i i i;
OVERLAY SHOULDER AND GRAPHIC SCALE .ti r`
ENTIRE ROADWAY
DITCH SECTION ` t�f
(6'MIN.SHOULDER) �� ,, � i"I
-40 0 20 40 80 160 ` \ n • -s
PROPOSED PAVEMENT 3"#19.0 BASE { IN FEET
•� W v
z EXISTING SLOPES TO MATCH C'
a PAVEMENT EXISTING PAVEMENT 1 inch = 40 ft. s •,, cn
5"#25.0 BASE s •�
00 EXISTING SLOPE SUPER ELEVATION
�- VARIES SLOPES
PAVEMENT MARKING LEGEND PAVEMENT WIDENING SECTION . '©ry ••••••�P�`.�
0 4"SOLID WHITE t (NOT DETAIL) fit#$
o 4""MINI-SKIP"WHITE
O 1 2
Ld
o C DOUBLE 4"SOLID YELLOW 1
OPEN SPACE Ltd
(STORMWATER POND) I ("�
8"SOLID YELLOW TRANSVERSE MARKING
(55'SPACING AT 45°) r o 1 00 0)
L y PAVEMENT MARKING SYMBOLS : ' 4 N T-
3 DIRECTION OF TRAVEL WETLANDS r 1 'iC Iona Place" �' �'i}
N RAISED PAVEMENT MARKER(CRYSTAURED) �( I t Cab 2 4 1 Page 003 a p
♦ RAISED PAVEMENT MARKER(YELLOW) i / ( I 4 0 OI
IIII 1 O co cu o LL
W
= r
n
z 440'DEPARTURE TAP r O MO 0 ^`
w o 100'STORAGE tics 5V STORAGE o tY W
a OPEN SPACE $ , W +a
a .200'BAY PER a 250'DECELERATION TAPER Q M W �'�.+ N C
W
o STOP + 2 B_B F N� L0 p �, o N
' a w w A w MUST I.L I.L J
Z W 4 sl Z RIGHT LAIC r (� •� (•}
N 10'NO ACCESS&LANDSCAPE ESMT 1- \ m TURN RIGHT
�n 10'ADDITIONAL R(W D W IESM r 10'NO ACCESS ESMT R3-7
0
"} r--� '- + 4- __� I W ADDITIONAL R/W 30"x 30"
:.:....•..•.:.:.. : .•..• B C
CD
m INV.242.25
1 O'
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----� EX.DITCH L�
- - .EX.D-� IT ll
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F EX.
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E F O EX.PAVEM
ENT
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_ -''tY' W +
E OF EX.PAVE MENT
1 1' N W N
ai O O - - �- - - - - - - - _ - - - - - N - - - - - - N m
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o #� o o �}11' F�%0 11'> o W o o EDGE' EX.PAVEMENC
VIA
EDGE OF EX.PAVEMENT �s II EX.WATER MAIN
v EDGE OF EX.PAVEMENT
'o
EX.VEG.LINE
EX.WOOD POST-WIRE FENCE
j IX DITCl1
t �q,�� INV.243.83
. JOHNSON MILL ROAD (SR 140 DllCN INV.241.34 ( EDGE OF WATER A I LL Q D
60' R/W (PUBLIC) j1 W o w 2 a ..
W t D- ' UF~-Z 1Q-
Mz ! + W 1-.LL..= NM 2202
1 + N W
N `-W 440'APPROACH TAPER m rn 300'DEPARTURE TAPER W 161 0
°Dl xD0 1 z Z i
n Y'
O z oC a
` W IL (A
+934'TO THE INTERSECTION 60.
PAVEMENT MARKING NOTES: ...: :.:. :.' ..'• ••..••. OF TOWNSEND RD.
0 1. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO CURRENT scale
�+ T �T
3 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOT) o PROPOSED PAVEMENT
EMEly T /."O 1'40
STANDARDS AND SPECIFICATION,AND THE CURRENT MANUAL ONE �} Field Book No.
UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). N/A
Z TEMPORARY PAVEMENT MARKINGS,IF REQUIRED,SHALL BE PAINT. b
P-A-VEMENT SHEET
3. PERMANENT PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ,��I �+►.. _1�� � �
4. EXISTING PAVEMENT MARKING WHICH CONFLICT WITH PROPOSED ��►J A
o MARKINGS SHALL BE REMOVED USING NCDOT APPROVED METHODS. b 13 OF 23
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JOHNSON MILL ROAD WIDENING&DRIVEWAY MAP