NCC230211_Site Plan or Location Map_20230125

DocuSign Envelope ID: 76AB FAB B-568 B-47 DA-BA08-E61 E615C9997
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SITE DATA
JOHNSTON COUNTY PROJECT NO.
TBD
PARCEL PIN NO.
16KO1025 (DEF)
TOTAL TRACT SIZE (ACRES)
118.13
WATERSHED
NEUSE RIVER
EXISTING ZONING
AR
MAXIMUM # LOTS ALLOWED
177
AR: 118.13 AC. X 1.5 DU/AC. =
177.20
PROPOSED USE
SINGLE FAMILY
PROPOSED DENSITY (UNITS/ACRE)
0.78
ROPOSED NUMBER OF LOTS
92
MINIMUM LOT SIZE PROPOSED
30,000 SF.
VERAGE LOT SIZE PROPOSED
40,449 SF.
SETBACKS
FRONT
20'
SIDE
5'
REAR
5'
CORNER
20'
PROJECT PERIMETER
30'
PEN SPACE
MINIMUM OPEN SPACE REQUIRED
17.72 AC. (15%)
PROPOSED OPEN SPACE
19.4 AC. (16.4%)
CONTACT LIST
PERSON TO CONTACT REGARDING STAFF
COMMENTS OR QUESTIONS:
COLLEEN DURYEA, PE, PROJECT MANAGER
WITHERSRAVENEL, INC.
115 MACKENAN DRIVE, CARY, NC 27511
TELEPHONE: [phone]
[e-mail]
CONSTRUCTION DRAWINGS
JOHNSTON COUNTY, NORTH CAROLINA
DECEMBER 21,2022
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DEVELOPER/OWNER
RBV 231, LLC.
2046 ENERGY DRIVE
APEX, NC 27502
ATTN: REX VICK, JR.
TELEPHONE: [phone]
EMAIL: [e-mail]
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GRAPHIC SCALE
1000 0 500 1000 2000
1 inch = 1000 ft.
PREPARED BY:
I! WithersRavenet
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com
INDEX OF SHEETS
Sheet Number
Sheet Title
C0.00
COVER
C0.01
GENERAL NOTES
C0.02
GENERAL NOTES
C1.00
OVERALL EXISTING CONDITIONS
C1.01
DEMOLITION PLAN
C1.02
DEMOLITION PLAN
C2.00
OVERALL SUBDIVISION PLAN
C2.01
SUBDIVISION PLAN
C2.02
SUBDIVISION PLAN
C3.00
OVERALL UTILITY PLAN
C3.01
UTILITY PLAN
C3.02
UTILITY PLAN
C4.00
OVERALL STORM DRAINAGE & GRADING PLAN
C4.01
STORM DRAINAGE & GRADING PLAN
C4.02
STORM DRAINAGE & GRADING PLAN
C5.01
EROSION CONTROL PLAN
C5.02
EROSION CONTROL PLAN
C5.03
EROSION CONTROL NOTES
C5.04
EROSION CONTROL DETAILS
C5.05
NCG01
C7.00
R001 PLAN & PROFILE
C7.01
R002 PLAN & PROFILE STA. 9+50 - 18+50
C7.02
R002 PLAN & PROFILE STA. 18+50 - 26+00
C7.03
R003 PLAN & PROFILE STA. 9+50 - 24+50
C7.04
R003 PLAN & PROFILE STA. 24+50 - 35+00
C7.05
R004 PLAN & PROFILE STA. 9+50 - 24+50
C7.06
R004 PLAN & PROFILE STA. 24+50 - 31+50 & R005 PLAN & PROFILE
C7.07
R006 PLAN & PROFILE STA. 9+50 - 24+50
C7.08
R006 PLAN & PROFILE STA. 24+50 - 26+50
C7.09
R007 PLAN & PROFILE STA. 9+50 - 21+00
C7.10
R007 PLAN & PROFILE STA. 21+00 - 27.50
C7.11
R008 PLAN & PROFILE
C7.12
STOTTS MILL RD WATERLINE PLAN & PROFILE
C7.13
STOTTS MILL RD WATERLINE PLAN & PROFILE
C8.00
SCM 1 & 2 - DIFFUSE FLOW RIPRAP DISSIPATOR
C8.01
CULVERT 1 PLAN & PROFILE
C8.02
CULVERT 1 BYPASS PLAN
C8.03
CULVERT 2 PLAN & PROFILE
C8.04
CULVERT 2 BYPASS PLAN
C8.05
CULVERT 3 BYPASS PLAN
C8.06
CULVERT 4 BYPASS PLAN
C9.00
ROADWAY & SITE DETAILS
C9.01
WATER DETAILS
C9.02
STORM DETAILS
L1.00
OVERALL LANDSCAPE PLAN
L1.01
LANDSCAPE PLAN
L1.02
LANDSCAPE PLAN
L2.00
LANDSCAPE DETAILS
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DocuSign Envelope ID: 76AB FAB B-568 B-47 DA-BA08-E61 E615C9997
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\ \ I S HOLLYBROOK ROAD (SR 1719)
\ 1 I I 60' PUBLIC R/W
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WETLANDS---
LANDSCAPE BUFFER
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TEMPORARY -
17 /�� I TURN AROUND _ 28 GRAVEL
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LOCATION
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ROAD EXTENSION SIGN
TEMPORARY
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MARKERS WITH FUTURE
ROAD EXTENSION SIGN
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(TYP) • %/.'' P� lS
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LANDSCAPE BUFFER
(T P)R-25 1 I DRIVEWAY
1
-------------- III
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\ 11 II i GRAVEL ❑ I
36 1 \��� DRIVEWAY
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59 R/W R=25'
(TYP) �1 37 ml I I I
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46
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I 50 RIPARIAN 38 I l i CONCRETE I
C S I PP I I DRIVEWAY
' BUFFER
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� Ir, �' (TYP) I I � GRAVEL
11�\ II I DRIVEWAY 1
i R/W R=50' ! I
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' EXISTING o �1 / R/W R=25' \� I EXISTING FENCE ALONG
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PNAs 1 / I i I
1 7 < R/W R=50' EXISTING I I II
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85 / 1 `(TYP) I I I
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(TYP)
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84 I DRIVEWAY
------------_
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PERIMETER
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89 I \ 1
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FUTURE
BROWNING MILL
SUBDIVISION
30'TYPE'B' SroTTS MILL Rpgp (SR 1 �_�
LANDSCAPE BUFFER 60' PUBLIC RAW 18) \ °°
NOTES
1. PROJECT BOUNDARY INFORMATION SHOWN IS BASED ON FIELD SURVEY BY WITHERSRAVENEL, DATED 01/06/22
2. EXISTING WETLANDS AND RIPARIAN BUFFER LOCATIONS SHOWN ARE BASED ON FIELD EVALUATION BY WITHERSRAVENEL, DATED 02/02/22
3. LIMITS OF SUITABLE SEPTIC SOILS AREAS ARE BASED ON FIELD EVALUATION BY CENTRAL CAROLINA SOIL CONSULTING AS SHOWN ON A MAP TITLED, "DETAILED SOILS
EVALUATION - HENDERSON FAMILY TRACTS = 110 ACRES -JOHNSTON COUNTY, NC" DATED 06/07/2021.
4. ADJACENT AND SURROUNDING AREA PARCEL LINES AND PARCEL INFORMATION ARE BASED ON JOHNSTON COUNTY GIS INFORMATION.
5. REGULATORY FEMA MAPPED FLOODPLAINS DO NOT EXIST, AS NOTED, ON THIS SITE PER FIRM PANEL 3720179200J AND 3720179300K DATED 12/02/2005 AND 05/02/2006,
RESPECTIVELY.
6. WATER SERVICE FOR THIS PROJECT WILL BE PROVIDED VIA AN EXTENSION OF THE JOHNSTON COUNTY PUBLIC WATER SYSTEM. SEWER SERVICE WILL BE PROVIDED VIA
INDIVIDUAL ON -SITE SEPTIC SYSTEMS.
7. IN ACCORDANCE WITH ARTICLE VII, SECTION 14-383 OF THE LAND DEVELOPMENT CODE (STORMWATER ORDINANCE), THIS PROJECT DOES NOT REQUIRE STRUCTURAL
STORMWATER MANAGEMENT DEVICES SINCE THE TOTAL IMPERVIOUS COVERAGE IS LESS THAN 15%AND IS LOCATED OUTSIDE THE ES WATERSHED DISTRICT.
8. DRAINAGE EASEMENTS OUTSIDE OF THE RIGHT OF WAY WILL BE MAINTAINED NY OTHERS AND NOT NCDOT.
HATCH LEGEND
E E E E E E E E, EXISTING WETLANDS PER DELINEATION AND SURVEY BY
E E E E I WITHERSRAVENEL, INC.
E E E Ej
PROVISIONALLY SUITABLE CONVENTIONAL SEPTIC SOILS PER
DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL
CONSULTING.
PROVISIONALLY SUITABLE SHALLOW/LPP SEPTIC SOILS PER
DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL
CONSULTING.
' �
�1 OPEN SPACE
NTS.
KEY MAP
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 Ft.
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Job No.
02210579.00
Date
Drawn By
06/03/2022
WR
Checked By
Designer
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Revisions
1 PER MUNICIPALITY 09/09/22
REV COMMENTS
2 PER NCDOT REV 09/15/22
COMMENTS
3 PER NCDOT REV 09/27/22
COMMENTS
4 PER MUNICIPALITY 11/04/22
REV COMMENTS
5 PER MUNICIPALITY 12/21/22
REV COMMENTS
Sheet No.
C2.00

DocuSign Envelope ID: 76AB FAB B-568 B-47 DA-BA08-E61 E615C9997
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ROAD EXTENSION SIGN STOP o i / I o �. ! 48 (I -� \`�//�/ �' �. / �� w 43
N y I N m
i o 65 i o o ! `' `�'w i `y � i ! I i iI, � I GRAVEL
i 66,416 SF N 63 °' i / / ;i 48,413 SF I I I i iYl W DRIVEWAY
30,000 SF i � N � ; � "'"'� ;
�N ! / I ; EOP R=32.5' 36,966 SF ' ;'
u� 30,038 SF I i 73 (TYP .( / c._._.-._'"._. EOP !� °c
�ii i i 30,200 SF i i EASEMENT ! ) I ✓� (i 00 i i R-35' ! Z
TEMPORARY R/W R=25' i I I �I I j 10' x 70' S.D.T I I (0 / Z O / i I o i (TYP) i D I 1 N/F
TURN AROUND i i TYP 1
._._._._._._._. _
(TYP) I o �\ 6 ______-- _- 1 JERRY BARNES
200-'._._-._._.J STOP 50' R/W o N -'-'-' '-' _.., 1
N I i I CHAD BARNES
-v I N i R/W R=25'
0 20' E E -'/ _ ` , I DB 2100, PG 149
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...... - - - - - - - ._._.� M R/W R=25' i vt !- _._._._._._._._ _ _._.._._._._._._._._._._. I ._._._._._._._._.. -'-'- - -' �C _ - _ _ _ - _ _._.- 2_._._.-._._.� J I �� l \ (TYP) o I Z PIN No. 179303 20 9966
EXISTING FENCE ALONG
PERIMETERTO REMAIN
PROPERTY BOUNDARY
50'NEUSE
RIPARIAN BUFFER
5,�
N�
N
L 20' DRAIN
N,
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86,336 SF
p�
N/F
LILES FAMILY, LLC
DB 3304, PG 178
PIN No. 178300-90-5147
EXISTING FENCE ALONG
PERIMETERTO REMAIN
(3) END OF ROAD OBJECT
MARKERS WITH FUTURE
ROAD EXTENSION SIGN
BEGIN ROAD
CONSTRUCTION AT
STATION ± 10+05
PQ l5R 1� 181
5 M\\ �ROCR��\1
Sloll 60,
30'TYPE 'B'
LANDSCAPE BUFFER
AASHTO SIGHT DISTANCE SUMMARY
r 17 / '
ON
PI:21+82.411
I c
EXISTINGrn
' i � � �WETLANDS. C-
{�� i \ ii 46,262 SF n
I 1W R/W R=50' / \ .�'`, i �a l^!�
IW o (TYP)
I ;o I ,
42 ' m
42,278 SF� 1 I 1
z
L. 20' DRAIN 41 i y I
{/I ESMT. 43,327 SF 1' 1
I I
�__- JI
EXISTING
WETLANDS
N/F
\ PHILIP BARNES
GRAVEL
\� 201
DRIVEWAY ��E E � EXISTING 1 EDNAANN BARNES
>� OPEN ' M WETLANDS I PI 3304, 1 9 03-
' > PIN No. 179303 30 0601
E E E E
E E E E
E E E E
E E E E
i1W�alY�NY.
SPACEE�CI�STIN��
PONDS
( J L' LL EXISTING FENCE ALONG \
PERIMETERTO REMAIN I
` 1 10x16 <2> <2� � 1
HED �
METAL BOAT HOUSE � 2' /
uu EXISTING Sw '
EXISTING \' Cl _ �I PHILIPBARN ES 1
J WETLANDS Q�Oe / EDNAANN BARNES I 1
LOT 2
<21 / DB 3304, PG 201 1
PB PIN No.
179303-30-0233 1
i
GRAVEL 1 I -----
i 86 `,� E R/W R=50' I DRIVEWAY 1
30,129 SF (TYP) N/F
FRANCES HENDERSON
PI 24+95.01 i -�
1^� DB 1504, PG 618
/ , -', PB66,PG338------ 1
F'_'_._ 1 i Z 1
PIN N.
,.''22p,. EOP R=35' i'O 179303 Oo8126 N/F 1
` ro
85 _ N (TYP) '� I PHILIP BARNES
30,928 SF _.�ia /� % EDNAANN
/ ^ i a I BARNES ,
po 87 j O LOT 1 1
* / a I DB 3304, PG 201 t
/ co , / , I PB 47, PG 161 1
PIN No.
. / / i R/W R=25' ' 179303-30-0044 '
_.� / (TYP)
84
s2 30,138 SF
GRAVEL DRIVEWAY 1
STREET NAME (THROUGH)
STREET NAME (STOP)
DESIGN SPEED
(THROUGH)
APPROACH
GRADE
ADDITIONAL
ADDITIONAL
MULTILANE
TIME GAP (sec.)
SIGHT DISTANCE (ft)
LEFT
RIGHT
LEFT
RIGHT
LEFT LANES
(mph)
(STOP) (%)
TIME
TURN
TURN
TURN
TURN
STOTTS MILL RD
R001
55
6.06
0
0.00
8.71
7.11
704
575
88
36,633 SF I \
� nn
PT:22+81.24 0� EXISTING FENCE ALONG I 1
PERIMETER TO REMAIN \
JEROME ALLEN I _ -
/ Z KELLY ALLEN N/F
/ < \
i'o DB 4142, PG 53F DELYS
/ !.1m PB 69, PG 21 I MAJANO-FLORES 1
v
PIN No. N/F \ LOT 2 I 1
w 179200-29-6778 NATHANIEL DB 2349, PG 261
O I GRIMM \ PB 49, PG 256
a PIN No.
KELLY GRIMM
� i 179200-39-0627
989 DB 4637, PG 952 0 ' I \
46,219 SF PB 69, PG 21
PIN No. _
as 90 `', `..\ i 179200-29-8689 N/F I '
30,565 SF ; I \ ARIS AN EL GOMEZ
ABELAR
I NORMA GUERRA
GALVEZ
�. LOT 3 1
DB 5463, PG 712 1
PB 49, PG 256 I 1
_ PIN No. 179200-39-0582
o � 51G
575'
T _
_ AASN - I
STO RO
`30'TYPE'B' '�60' MILL AD (SR 1718 - 'I
LANDSCAPE BUFFER PUBLIC R/W
I
� I 1
1 1
10+00 - - I - 11I00
1
R006 , 1
FUTURE
,OWNING MILL
SUBDIVISION A 1
ACCESSIBLE
PARKIN; SIGN 18' 1
of y I 1
o
\ 11'
1
\\ CARRIER 91
\I \ 1 1
\
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w I\ \
I \ \
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' MAIL KIOSK DETAIL
1
1
'-N ill = 30'
HATCH LEGEND
EXISTING WETLANDS PER DELINEATION AND SURVEY BY
WITHERSRAVENEL INC.
PROVISIONALLY SUITABLE CONVENTIONAL SEPTIC SOILS PER
DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL
CONSULTING.
PROVISIONALLY SUITABLE SHALLOW/LPP SEPTIC SOILS PER
DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL
CONSULTING.
OPEN SPACE
CURVE TABLE
CURVE #
RADIUS
LENGTH CHORD
LENGTH
CHORD DIRECTION
Cl
500.00
195.78
194.53
N84° 59' 55"E
C2
300.00
289.37
278.28
N46° 08' 55"E
C3
300.00
134.40
133.28
NO3° 23' 05"W
C4
500.00
234.36
232.22
NO3° 58' 42"W
C5
550.00
166.91
166.27
N08° 42' 44"W
C6
150.00
235.62
212.13
N45° 02' 11"W
C7
1500.00
60.80
60.79
N01° 11' 51"W
C8
235.00
369.14
332.34
N44° 57' 49"E
C9
235.00
304.83
283.90
N37° 07' 27"E
C10
450.00
48.35
48.32
N77° 21' 44"E
C11
325.00
88.94
88.66
N82° 07' 27"E
C12
650.00
69.83
69.80
S12° 38' 16"E
C13
700.00
109.93
109.82
S05° 03' 39"E
NTS.
LINE TABLE
LINE #
LENGTH
DIRECTION
L2
14.11
S83° 47' 03"E
L3
782.62
N73° 46' 52"E
L4
213.77
N18° 30' 58"E
L5
78.12
N16° 13' 08"W
L6
569.94
N09° 26' 58"E
L7
124.39
N17° 24' 21"W
L8
925.87
N00° 01' 07"W
L9
222.34
N15° 42' 56"W
L10
311.68
S89° 57' 49"W
L11
905.45
N00° 02' 11"W
L12
587.06
NO2° 21' 31"W
L13
222.76
N89° 57' 49"E
L14
398.73
N89° 57' 49"E
L15
181.08
N00° 02' 11"W
L16
162.91
N74° 17' 04"E
L17
95.30
N80° 26' 24"E
L18
96.49
N89° 57' 49"E
L19
1486.94
N74° 17' 04"E
L20
95.67
S15° 42' 56"E
L21
520.32
S09° 33' 36"E
L22
386.96
S00° 33' 43"E
KEY MAP
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 Ft.
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02210579.00
Date
Drawn By
06/03/2022
WR
Checked By
Designer
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Revisions
1
PER MUNICIPALITY
REV COMMENTS
09/09/22
2
PER NCDOT REV
COMMENTS
09/15/22
3
PER NCDOT REV
COMMENTS
09/27/22
4
PER MUNICIPALITY
REV COMMENTS
11/04/22
5
PER MUNICIPALITY
REV COMMENTS
12/21/22
Sheet No.
C2.01

DocuSign Envelope ID: 76AB FAB B-568 B-47 DA-BA08-E61 E615C9997
Y
0
N/F
JIMMIETEMPLE
DB 5030, PG 558 (WAKE
COUNTY)
PIN No. 179303-01-2410
/
•Cy
P��GpJ�GO
O�
/
EXISTING
WETLANDS
AASHTO SIGHT DISTANCE
SUMMARY
STREET NAME (THROUGH)
STREET NAME (STOP)
DESIGN SPEED
(THROUGH)
APPROACH
GRADE
ADDITIONAL
ADDITIONAL
MULTILANE
TIME GAP (sec.)
SIGHT DISTANCE (ft)
LEFT
RIGHT
LEFT
RIGHT
LEFT LANES
(mph)
(STOP) (/)
TIME
TURN
TURN
TURN
TURN
WENDELL RD
R007
55
1.19
0
0.00
7.50
6.50
606
526
V. 4 (10
O
/ �O r
1-
I 4
i
I i
N
20
i
42,743SF i
N/F
_ PI: 31+00.61 SAMUEL WELLS
CONNIE WELLS
! DB 1950, PG 111
PB 56, PG 34
19 PIN No. 179303-12-4461
--47,980 SF
i
EXISTING
+ i ! WETLANDS
R/W R=50'
(TYP)
9f i, a
EOP R=35'
(TYP)
---175 ------ --'-1 W I I I; 50,608 SF m
R/W R=25'
t o I l i (TYP) i s
O
I�
III '
! N I r I
18 I INS
39,916 SF I INo �I •; - - -
l.`l' i
I ______ ....
+
'
�l�c- \ I I N I I i
I I o I' i
1as
2201 i
31,055 SF i (3) END OF ROAD OBJECT
i MARKERS WITH FUTURE
ROAD EXTENSION SIGN
50' R/W i PI: 34+56.31
END ROAD
+ i CONSTRUCTION AT
17 o 1 I ! _ _ -161- _-- STATION ± 34+51
43,087 SF i TEMPORARY
TURN AROUND
01
N
30378SF 42'
APPROX. LOCATION OF50'B
OF 50BUFFER
PT: 25+13.55 i I 1 ` '! 25
-- - - -
30,118 SF y � \
o
/STOP
30,052 SF I/� I ! o !� 50'
Yi 10' UTILITY
PC:24+52.75 I i 30,271 SF
I N
i I
I -46• � � ' 2k00 � �.. 0 x70' S.D?4S'
5 �I
1 I 10+00 11
i �i L18 � i� R/W R=25' 15 I s5
32,861 SF it 96'-� i " (TYP) i I O
69 / i
I I I I
I I �
I I �
I I �
I I �
I I �
I I
I I
I � I
I
I J
II i
i
i
I � I
I I �
I I � y N/F I z
PATRICIA RICHARDSON O
I LOT 4A I O7
DB 3942, PG 594
1 I PB 76, PG 15 I EXISTING FENCE ALONG 2 U!
\ I PIN No. 179303-22-0366 I PERIMETER TO REMAIN O i al
i
EXISTING FENCE ALONG
PERIMETERTO REMAIN `
!� 30
42,042 SF !
g0 �9
30,022 SF
20' DRAIN
ESMT.! 30,008SF
i !! 30,042 SF \ !! !�.,. �•154 2tik0 �',
,998 SF
"50' R/W
10i
43,168SF
i
31,140 SF
i
i W
1:32+33.97 I 1 N 54
PHASE 2 40,392
'-'- - -'-'- '-'2� -'-'- -'-'-
/PHA E 1
N I M o f 30,099 SF i Mi M 1 i �/ 20' DRAIN �p
_ Sp' I N ^ j R/W R-2 PC: 10+96.49 i j PT: 11+$5.43 i �I I i 52 �I il% ESMT. ✓`
1 EXISTING I I ' (TYP)
i 30,250 SF
WETLANDS of i i i i I
-200
! I
o I i �'-'-'-'-' - - -', I oo I L-'-'-'- --- ---_-
\ } �' I O I I -'2507 -'- - -'- - - - - / /- -- .156-.-.-.-.
a 411111- aWd I N i
NI + 56,788SF i i M I i I I 20' DRAIN
1\ m o 68 i I i 51 I �r i ESMT.
'---'-'-'-'-'-'-'-'-'-'-197--'-'-'-'-'-'-'-' I i i i 30,000 SF j I 30,250 SF �1
I
ATION OF w i
POND a
O �! I I O+_
Ol i l i i I O (�
i I �+ I I I�I 60
! i NI N L..-'-- --- --'- -'-'- --- -----'-106,773SF
a
111 14 ^ I i i 3 I 5' SIDE SETBACK
33,779 SF i L-'-'---'---- '--'- -- -'-- N
-..zoo-.
O 00 (TYP) 50 -
i 30,250 SF I
/ i I ' i .__._._._._._._._ '-'-'-'-'-'-'-'
i I O I I I i 67 i ti .I 336---- -'-'-'-'-'--------
M 30,200 SF i I C I i 50' R/W
O -'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-
- -'-'' N I !/F.
71 i I �.._20' E E I - - PC: 19+4E
/30,200 SF i ! I I -'-- -'-- -'-'-' '250 ' -'-'- -- --
i l I i DESETBACK
(TYP) L._..___ ___ ._zoo ________ I I I ! EXISTING 1
/ N/F i I o I I '-'-- -'-- -'-- -'-- -'-'- '-' i o0 i 49 WETLANDS 61
+ N Im' N
JIMMIETEMPLE 13 i I o+ L ------------------- i I I r, 30,250SF�£C
62,427SF
DB 5030, PG 558 (WAKE COUNTY) ; 33,339 SF r I r' - - zoo-' '- --'� i I
iI I I
PIN No. 179303-01-2410 / j i i I 20' FRONT SETBACK t
005 _ I i i i 66 0 �- '--- --- ---' ' -' - - -- - (TYP)
I
h 1
o I N 30,100 SF I/
END ROAD /� � � /
CONSTRUCTION AT L'-'- '- - - -- -'-'--'-"I�/ I� i 72 i / / O i I j 'I _--
z'-z'
o_-
STATION ± 12+17 O i 5' REAR SETBACK .-'-'-'-'-'-'-
+ I ,(TYP)
PT:17+6/
P1: 12+22.76 L1
12+00 11+00 10+00
N
(3) END OF ROAD OBJECT _ _ _ � �9- ! ! � I I I \�.\ 32,400
r' - -'
62
MARKERS WITH FUTURE
ROAD EXTENSION SIGN STOP I O I i i i O VI i
1 O 1 1 Nw
M 63 w
12 I O 30,000 SF i o N 1 66,416 SF
N I i EOP R=32.5' I 36,966 SF
30,038i F I I i 30,200 SF i N 10, UTILITY I - I i (TYP)
TEMPORARY I }
R/W R=25' i EASEMENT I I i 10' x 70' S.D.T �I (�
TURNAROUND (TYP) \
b oo ,
200_.__._._._ ._._.J i STOP 50 R/W
O I I i _.._._._.._._._.._._._.._._._. _._._. 0 20' E-E
+ I -'- - - - -- -' -'-'- - - - - -._.d R/W R=25' ! I vt !--'-'-'-'-'-'-'- - -'- - '-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'--- -'-'- -------
V- /
r.-' '-'---'-'-200-._..-'-'- -'-'-' i TYP I N 9 _ _ _ _ _ _ _ _
� � ( ) i I 225 124, . .-
I
I N
EXISTING FENCE ALONG i i PT: 15+47.30
1 i I i � 10+00 11+00 12+00-��13+00 14 00
PERIMETER TO REMAIN I ! i i i I - -4 - _� -
11 I i PT: 23,08.10
l�
30,032 SF \ �. 74 0 39,894 SF i I W� W l
30,543 SF I o+- "L' PROPOSED MAIL KIOSK
� j M
HATCH LEGEND
E 7 ' EXISTING WETLANDS PER DELINEATION AND SURVEY BY
E E E E WITHERSRAVENEL, INC.
E E E E
alww�ar�� ,
PROVISIONALLY SUITABLE CONVENTIONAL SEPTIC SOILS PER
\ \ DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL
\ \ CONSULTING.
\ PROVISIONALLY SUITABLE SHALLOW/LPP SEPTIC SOILS PER
\ - - - DETAILED GPS EVALUATION BY CENTRAL CAROLINA SOIL
CONSULTING.
\ OPEN SPACE
1'
�O
\\2�
O
NC 23
\ \y2
_60' 1
P-UBLIC RAW
N/F
PATRICIA RICHARDSON \ _
LOT 4 \ \ \ I
DB 900, PG 255 \ \ \
PB 76, PG 15 \
PIN No. 179303-22-4588 \ I
\\ I
PROP \
._.. � - PROPERTY BOUNDARY I
Z
\! a I
34
3233 46,384 SF \ \
!` P 31,481 SF N!` !� 31,297 SF-
!� R/W R=50' \ O, \\ , I
(TYP) 30'TYPE'B'
31 !` ! i \ \\ 1 LANDSCAPE BUFFER
),112 SF ` ! !� PI: 26,72.37 I
12
65
L�i \\ ,
i
1 � 1p0 I I
26k00
go
--
/ \ I
2gk0 o �� �op1 -'.. _ --' ! EOP R=35'
\ ` (TYP)
p � GRAVEL DRIVEWAY
STOP R/W R=25' ` \ I
\ ! (TYP) \ 1
0 1 1
R/W R=25'
!� !� (TYP) \� \ 57,659 SF \ 1 I
w 1 , '
33,691 SF
0
+ 1 I
PC: 10+95.67 1 00 1 _.z48_ '__ GRAVEL
!! PT: 11+65.50 "� 1 , DRIVEWAY
30,445 SF 1 \\ 1
20' E-E
- 5' REAR SETBACK-
/ (TYP) 34,491 SF o
1 N i 1 N
R/W R=25' PI: 25+60.33 1\Zo 1
(TYP)
49,061 SF 37 v
PT: 24+65.03 = ; \ Z
_39 1 j 38,416 SF
�'45'
PT:22+53.77-
" 3s 25+00 \ _
-f -1
2q.k00 ul
+
s� 2x00 EOP STOP 1�
1 ; - -
,' 44 (TYP) I 1
z 1 1 OiC j ICJ 1
,/ ',,. '` `' y 30,559 SF iI + hJ :'� I I 1 GRAVEL I
:' .� ` \! i �• DRIVEWAY
31,044 SF
10
\ �
_._._._._._.I /42,592 SF \ `� !�. `y I I PT: 17+95.75 \ �� CONCRETE
94 ! I I 10' UTILITY JW i h DRIVEWAY
EASEMENT
i 50' RIPARIAN
o I i BUFFER .` aq i I I I 56,235 SF I 1 \
CONCRETE
DRIVEWAY
20' E-E
i I
i i ii I I p I I
of 1
-- --- I 87 ! i I i 40,662 SF i /� i I I 20' E-E ! I
I
i t o i I o f 39 o p 1 I A
F 42,951 SF m
43 j I I I; i 1 I GRAVEL
_ 48,413 SF
DRIVEWAY
X
EOP O
00I IR=35' Z I 1
- TYP 227-._._._._._._._._._.A 1
_ _ _ I JERRY BARNES
S 6� i N IN i . R/W R=25-'-'-' BARNES
\ i
(TYP) \ m DB 2100, PG 14�
PIN No. 179303-
/ ` PI 21+82.71 rn
EXISTING
{WETLANDS
03vo
40 O
L' <L�' �/ i 46,262 SF i - - r
! / ; i n
R/W R=50' JJ \ / `'..` j \ TO U
T)
CURVE TABLE
CURVE #
RADIUS
LENGTH CHORD
LENGTH
CHORD DIRECTION
C1
500.00
195.78
194.53
N84° 59' 55"E
C2
300.00
289.37
278.28
N46° 08' 55"E
C3
300.00
134.40
133.28
NO3° 23' 05"W
C4
500.00
234.36
232.22
NO3° 58' 42"W
C5
550.00
166.91
166.27
N08° 42' 44"W
C6
150.00
235.62
212.13
N45° 02' 11"W
C7
1500.00
60.80
60.79
N01° 11' 51"W
C8
235.00
369.14
332.34
N44° 57' 49"E
C9
235.00
304.83
283.90
N37° 07' 27"E
C10
450.00
48.35
48.32
N77° 21' 44"E
C11
325.00
88.94
88.66
N82° 07' 27"E
C12
650.00
69.83
69.80
S12° 38' 16"E
C13
700.00
109.93
109.82
S05° 03' 39"E
NTS.
LINE TABLE
LINE #
LENGTH
DIRECTION
L2
14.11
S83° 47' 03"E
L3
782.62
N73° 46' 52"E
L4
213.77
N18° 30' 58"E
L5
78.12
N16° 13' 08"W
L6
569.94
N09° 26' 58"E
L7
124.39
N17° 24' 21"W
L8
925.87
N00° 01' 07"W
L9
222.34
N15° 42' 56"W
L10
311.68
S89° 57' 49"W
L11
905.45
N00° 02' 11"W
L12
587.06
NO2° 21' 31"W
L13
222.76
N89° 57' 49"E
L14
398.73
N89° 57' 49"E
L15
181.08
N00° 02' 11"W
L16
162.91
N74° 17' 04"E
L17
95.30
N80° 26' 24"E
L18
96.49
N89° 57' 49"E
L19
1486.94
N74° 17' 04"E
L20
95.67
S15° 42' 56"E
L21
520.32
S09° 33' 36"E
L22
386.96
S00° 33' 43"E
KEY MAP
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 Ft.
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Job No.
02210579.00
Date
Drawn By
06/03/2022
WR
Checked By
Designer
WR
WR
°pG000000000000
o=°Q�oFESS/p�v °o
SEAL ` o 0
o o 049345 0
0 0 o<"" E�`�0 ° moo°
DocuSS'g�76c�ib ',OcOo°o°000°°°��
be V°°
000a 0000°p0° 12/22/202
Revisions
1
PER MUNICIPALITY
REV COMMENTS
09/09/22
2
PER NCDOT REV
COMMENTS
09/15/22
3
PER NCDOT REV
COMMENTS
09/27/22
4
PER MUNICIPALITY
REV COMMENTS
11/04/22
5
PER MUNICIPALITY
REV COMMENTS
12/21/22
Sheet No.
C2.02