SWA000145_Plansheet - Proposed Conditions_Site Plan_20220503

LEGEND:
OPEN SPACE
EASEMENT LEGEND:
STORM
UTILITY
C201
C202
C203
KEY MAP
LOT TABLE
LOT NO.
AREA (AC)
AREA (SF)
1
0.38
16,594
2
0.36
15,860
3
0.23
10,189
4
0.23
10,191
5
0.23
10,192
6
0.23
10,194
7
0.26
11,276
8
0.39
16,843
9
0.36
15,521
10
0.33
14,304
11
0.26
11,133
12
0.23
10,125
13
0.23
10,125
14
0.23
10,125
15
0.23
10,125
16
0.23
10,125
17
0.23
10,125
18
0.23
10,125
19
0.23
10,125
20
0.23
10,125
LOT TABLE
LOT N0.
AREA (AC)
AREA (SF)
61
0.24
10,573
62
0.23
9,980
63
0.24
10,275
64
0.24
10,273
65
0.26
11,242
66
0.31
13,409
69
0.23
9,833
70
0.18
7,650
71
0.17
7,501
72
0.17
7,500
73
0.17
7,500
74
0.17
7,500
75
0.17
7,500
76
0.17
7,600
77
0.20
8,685
78
0.17
7,500
79
0.17
7,500
80
0.17
7,500
81
0.17
7,500
82
0.17
7,500
LOT TABLE
LOT NO.
AREA (AC)
AREA (SF)
21
0.23
10,125
22
0.23
10,125
23
0.23
10,125
24
0.32
13,731
25
0.28
12,385
26
0.30
13,211
27
0.29
12,544
28
0.23
10,125
29
0.29
12,739
30
0.23
10,058
31
0.24
10,422
32
0.30
12,906
33
0.32
13,900
34
0.23
9,991
35
0.23
10,125
36
0.31
13,515
37
0.28
12,271
38
0.19
8,282
39
0.24
10,381
40
0.23
10,125
LOT TABLE
LOT N0.
AREA (AC)
AREA (SF)
83
0.17
7,531
84
0.19
8,099
85
0.28
12,171
86
0.17
7,500
87
0.17
7,500
88
0.17
7,500
89
0.17
7,500
90
0.17
7,500
91
0.18
7,692
92
0.21
9,318
93
0.18
7,836
94
0.19
8,128
95
0.19
8,451
96
0.21
9,352
97
0.20
8,917
98
0.21
9,061
99
0.19
8,141
100
0.17
7,599
101
0.19
8,118
102
0.21
9,007
1 REV # I DATE I DESCRIPTION I
LOT TABLE
LOT NO.
AREA (AC)
AREA (SF)
41
0.23
10,125
42
0.23
10,125
43
0.23
10,125
44
0.23
10,125
45
0.23
10,122
46
0.22
9,517
47
0.23
10,125
48
0.27
11,642
49
0.41
17,742
50
0.34
14,760
51
0.24
10,427
52
0.24
10,275
53
0.24
10,237
54
0.23
10,100
55
0.24
10,311
56
0.24
10,275
57
0.24
10,292
58
0.24
10,281
59
0.24
10,283
60
0.24
10,272
LOT TABLE
LOT N0.
AREA (AC)
AREA (SF)
103
0.21
9,081
104
0.24
10,454
105
0.20
8,763
106
0.20
8,735
107
0.18
8,044
108
0.17
7,502
109
0.17
7,500
110
0.17
7,500
111
0.17
7,523
112
0.17
7,519
113
0.18
7,658
114
0.23
9,881
115
0.17
7,500
116
0.18
7,979
117
0.21
9,072
118
0.21
8,987
119
0.21
9,058
120
0.19
8,384
121
0.19
8,240
OPEN SPACE TABLE
LOT NO.
AREA (AC)
AREA (SF)
OS-1
7.03
306,411
OS-2
0.31
13,413
OS-3
0.68
29,680
OS-4
0.07
3,182
OS-5
0.03
1,210
OS-6
0.11
5,000
OS-7
0.34
15,013
OS-8
0.55
23,788
OS-9
0.21
9,358
OS-10
0.28
12,316
OS-11
0.13
5,798
OS-12
0.11
4,865
OS-13
0.16
6,978
I I I I I I
- --- --- ---- --- -
--- --- --- ---
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- I- //�- -OHE - OHE \ - OH E - -ORE - -OHE - OH -
-OHE - -ORE - �_=1p�TRANSMISSION LINE ESMT�HE - _� OHE - -ORE - -ORE -
- -OHE - -ORE - -_ -� OHE - -ORE - _LORE - -ORE - I -
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O117 -
112 ' 111 1 110 1 109 1 108
O
116 115 114 ' 113
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86
97 � 96 87
105-
98 88
104 I Q 94 89
99 0 _
103 � 93 O
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ROAD A 23 I l 122 21 20 I ' I 19 18 O I
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32
29 30 31 i
O OS-5
OS-6 --
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Project Manager: TGS
Designed By: MEM
N Scale: AS SHOWN
Date: 03.02.22
Project #: P210116
SCALE 1"=150'
I SHEET
0 150' 360' C200

RAN R/W
.i 50' RIGHT OF WAY
50' _
25' ROADWAY SECTION
12.5' 2.5' 10, 10, 2.5' 12.5'
/
/ 100' TRAN MISSION LINE ESMT. A ! j50' 3:1 MAXIMUM f%-<<
/ / SLOPE (TYPICAL) j
i Ay V ! • ji , / !
SEE DETAIL FOR CURB &GUTTER
J (TYPICAL)
50' RIGHT OF WAY
/UNNAMED TRIBUTARY • \ ` 20' UT+ ITY ESMT. ` % / / / 25' ROADWAY SECTION / / MINIMUM PAVEMENT DESIGN
��/ 3" S9.5 C SECTION VIEW
8" A.B.C.
� \ I
\ j %/i` • - - I I WETLANDS (TYP.)
C201
C202
C203
KEY MAP
87
/ � / I O'er• � ,' •' � - -
� / I
OS-1 \25' UTILITY ESMT.\ / O
CD
16,594 SF /
0.38 AC
30' REAR STBK
15,860 SF
0.36 AC
-J
/ / ) I � j ' • \ \ yo`O- i5, O / �10' SIDE STBK
' �s-
/ / / I j • 68 \ R90' e6, 0 O
/ / f%J) I • \\ 12,093 SF
0.28 AC 10,189 SF
0.23 AC17
FRONT STBK
/ \. \.\jet r l • / \ 103' \ �
20' STORM ESMT. / \ 's / 10,191 SF / O
0.23 AC
/ I 12,404 j i 0.28 C
/ SCM 2
/ I 50' III 25' FRONT STBK
/ NEUSE
RIPARIAN 0.23 AC
O I
/
/ I BUFFER , I I / \ \ / h / ° e 10,192 SF
` \ ti 9,833 SF '� / � o \ o
50' i / I/ 0.23 AC 70 / / 1 SIDE STBK 50'ROW
/ I : NEUSE 5' B-B 7,650 SF \ , X
RIPARIAN I 66 /
BUFFER 1 0.18Ac
13,409 SF / / \ \ \ �m / O / / RETAINING WALL
/ (TYP.
s \ 10,194 SF )
\ 0.31 AC i� \ \ \ ' o , 0.23 AC \
W\ 20' REAR STBK C \ 9 \ \
R250' / \\ \ \ 0.17.17AC LIGHT POLE (TYP.) ✓ ,O
11,276
0.26 ACC / \ 7,500 SF �
0.17 AC
STORM ESMT.
11,242SF
/ 0.26 AC I 8,099 SF , / ✓ / 73 / / \ SS
7,500 SF
--37 J R25' { / / 83 \ 0' STORM ESMT. \ / y \ o \
16,843 SF
10.39 AC
R37.5' s \ 017Ac / 74 / / so \ J /
7,500 SF
, R25' R15 / 82 / / \ \ 0.17AC/
R37.5' a2, / 7,500 SF
10,273 SF I ^ + 0.17 AC
\ l\� , �,\ • 0.24 AC
V., 7,500 SF /
\ \ 0.17 AC
7,500 SF R150
0r
LEGEND:
OPEN SPACE
EASEMENT LEGEND:
STORM
UTILITY
50' ROW / \ ff 76
25' B B I \ / / / \ o \ 7sao SF / i I I 15,521
s�, no.3s nc I \ \
80 \ o. AG /
o / o O
10,275SF I 85 \ / O 7,5000.17 ASCF
\ \ \ 0.24 AC I O / 50' ROW
\ \ I 12,171 SF so- \ \ / Bo _
\ \ \ �7- oS 12 / I 13�6'
PRIVATE SCM MAINTENACE / ACCESS ESMT. 20' STORM ESMT. so- 7,500 SF / \
BOUND BY ROADS, BUFFERS, WETLANDS, PROPERTY LINES, -� I \ / , / , so \ 0.17Ac
AND OTHER ESMTS. /
i O /
7a,500 SF
\ \ 78 /
f : � - w \ nc RETAINING WALL
j i I 9,980 SF I I 2 1 fp \ \ / / O
/ \\��\\� x \ �h \ 0 7,500 SF 10 (TYP.)
0.23 AC � Q Q \ \ '� 0.17 AC
14,304 SF
/ III j Q" \ \ \ o ^ \ 0.33 AC
/ / / \O (TYP.)
WETLANDS \
s \ . 7,500
ioonc ' \ (TYP.)
MATCH LINE C202
\\ s MATCH LINE C202
61 / I OS-10
1 REV # I DATE I DESCRIPTION I
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SCALE 1 "=50'
0 50' 100'
:OQQ�pF 9l' y°
SEAL _
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Project Manager:
TGS
Designed By:
MEM
Scale:
AS SHOWN
Date:
03.02.22
Project #:
P210116
SHEET
C201

MATCH LINE C201 7,.17 00, MATCH LINE C201
61 / "- m m/m! m M U" M85�
0.20 AC
OS-1 o ss
I 1 : I / i@SF
o0,573 SF
.za AC / / \ 01070AC 50' ROW
\ \ \ \
I � /
I I \ \ s 20' STORM ESMT. / j ,�s 5' B B R25' / / 8/ / RETAINING WALL
I All
11,133 SF (TYP.)
50 , 41' \ 0.26 AC /
7,500 SF
o.nAc // \ \'Qb-
wry/
9,352 SF
I / / 10,272 SF STORM ESMT. o.z1 Ac / ss , 7,500 SF R37.5'
\ O o.2aAc / �R25 r I ,/ < �/ / 95 \ o.nnc / tih STORM ESMT. J /" R25' \\ \ 10,125sF /
R37.5\ / O 20' R� 8,451 SF STBK / / 1y ^ 0.23 AC
7,692 SF
10' SIDE STBK 0.18 AC
R37.5'
8,128 SF \ S• / ` / 13 \ \ /
0.19 AC /
10.283 SF R25' 2 , l / ° / \ \\ 10,125 SF /
0.24 AC / / 46' B / / 0.23 AC
h
33 25' B-B 6p, 7,836 SF 50' ROW / \
50' ROW QZ 0.18 AC 20' STORM ESMT.
\ 50' ROW 25' FRONT STBK / \
\ 50' i' 58 / l � \ 9�0 � 92
/\.
60, 10.23ACF
\ NEUSE / 10,281 SF O \ 9,318SF 1 / b /
RIPARIAN ~� \ 0.24 AC 8,917 SF / / B ,31 S ° 1 \
\ BUFFER \ `� 50 \\ \ / / o.zonc /^ ' s
\ N\ NEUSE
BUFFER I h \ \r3a \ / R300'
\ \ \ y I '` / \ 1 / 9,061 SF
I \10.0' S\ STBK / \\ J / 0.21 AC / ^� \ pp,
30.0' REAR STBK s 1o,1O
\� \ 99R25' �; \ \ 0.23 AC
10,292 SF \ \ \ / / 8,141 SF / /
0.24 AC / / \ 43' \ / / 0.19 AC / ^ \ ap, R37.5'
R37.5'
30.0'FRONTSTBK / \\ \ \ / 100 / / \ ,
/ R25' `
7,599 SF
0.17 AC / \ / \ 10,125SF / OS-3
0.23 AC
X-11
8,763 SF
10,275 SF0.20 AC
0.24 AC / 'Q\ S'\ \ 8,10
/ / STORM ESMT. / 104 j \ \ / / \
10,454 SF
V ti
LIGHT POLE (TYP.) 0.24AC
R25' / ^rye > \
/ 10,125 SF
,\ ` \ 0.23 AC RETAINING WALL
\ \\ \
47\ ss 1y (TYP.)
R37.5'9,081 SF
!� 55
.. 10.341 SF x \ \ 0.21 AC
o.za AC \\ A
/ \ 1�`\ \ / sa R150' //4-
R25'
10,125C / \ /
n 9,007 SF 16 R 0.23 AC /
32, 0.21 AC
\/ / / \ \ �` 2 UFFER YARD
- 106 50' ROW // / /
\ / \ 10,100 SF O
0.23 AC 8,735 SF 25' B-B a� STORM ESMT. \ /
UNNAMED TRIBUTARY o.zanc
10,125 SF
107
/
23 AC
8,044 SF / / R37.5' / \
\/ 0.18 AC \ R25'/ / 20' STORM ESMT.
ss, R25' ` \
10,237 SF R1000' °� 0' STORM ESMT. / \ 108 \ R37.5'
/ h ` 0.24 AC 7,502 SF / jJI1 `
\7AC J / F \ 25 / \
STORM ESMT. / / y \ 10.23 AC
F \ \�
pp \ \\\'3e, \ / EASEMENT LEGEND:
0.19 SF STORM
0.19AC / RETAINING WALL >
/ ^° / 6° \ \ (TYP.) 7,500 SF
10.24AC _ 0.17AC / \ UTILITY
o.za nc / / y
10,125 0.23 AC
F
50' ROW \/ 1 / \
120 \ 110 > \�3s,\ / / LEGEND:
1 / \ 8,384 SF / \ 7,500 SF / \
/25'B-B \ \ � 0.19 AC \ 0.17 AC \ /
20' STORM ESMT. ' / \ / \ OPEN SPACE
10,427 C \_c
0.24 AC
\ 10,125 SF
C
/ // • r - 50' ROW \ 0.23AC /
RETAINING WALL \ 7,523 SF I 1h
\ \�� �. (TYP.) \� sB, \017AC
F 25'B-B
\ °° \ 0 218AC N \ ` \ / °d 0' STORM ESMT
RETAINING WALL / \\3s , • / / \ \\ �` 112 > �� / \ 10,125 SF
/
/ (TYP.) / \ ti < \ \ 76519 SF 0.23 AC \
/ '//�/ • , EX. WETLANDS (TYP.) Ac \ ,3 / / C201
s \
8,987 SF
'2s R150'0.21 AC
\
\ r� J ' • / / \ 10.34 AC I I R150' \ `� 113
'r o
\ \ 9,072SF \ 20'STORMESMT. o688AC / a 13,731
C202
0.21 AC
\ • �. • 99 - - I \ / \ - ` ` RETAINING WALL
STORM ESMT. \ \ \
0S-9
9,8O
0.23 AC / I
/ OS-4 `\ C203
R150'/� / 12,385C / / \
20' STORM ESMT/ , \ \ � o.z8nc
RETAINING WALL i/ \ bo 115 \ ;� \ \ \ /
TYP. \ /
0.17 AC
\Vol 7,500 SF
49 / \ �\ / \ '3S\ \ 32 \\ KEY MAP
17,742 SF ?S; \ /
MATCH LINE C203 / �� 116 ` / 0.30AC ` t MATCH LINE C203 N
7,979 SF 1 %h I
REV # DATE DESCRIPTION SCALE =5
0 50' 100'
I SEAL
20234
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Project Manager:
TGS
Designed By:
MEM
Scale:
AS SHOWN
Date:
03.02.22
Project #:
P210116
SHEET
C202

MATCH LINE C202 \
C201
C202
C203
KEY MAP
1 REV # I DATE I DESCRIPTION I
anAc \ \ / \ \ \ / / / 32 \\ MATCH LINE C202 LEGEND:
17,742 SF 23' / \
0 ��� 1o.30�AC ■ OPEN SPACE
`
7,979 SF \ 50' ROW , 26
\ REFER TO C201 & C202 0.18 AC \ \
/ FOR RS SETBACKS 13,211 SF
\ROW \ \ b� \ 0.30 AC / / 90
\ /Q� \ 25BB \ \\
R25' ^�ti \ \ \ 20' STORM ESMT.DS-5 \ \
R26'
11,642 SF \ / s 25' B B R37 5'0.27 AC
/RETAINING WALL \ \
1y \ \ / \ (TYP ) 10,422 SF
\ \ \ O0 0.24 AC \
l\ R26' \
RETAINING WALL R37.5' \ 12,544SF
TYP. \ R37.5' \ \
(TYP.)
/ 10,125 SF STORM ESMT. �� o.2sAc
\ 0.23 AC \ R25' / R25' �9• \ , \
/ 20
\
^� %
\ ��0 10,058 SF \
\ \ 0.23AC /
OS 13 MAIL KIOSK R37.5' / \ ,
/ R5 R25' ss\ OS-6 /
\ / / 41 —
/ \ 10,125 SF \ \ \ \ 4•
I \ 0.23 AC
R22' \ \ \ \/ \20' STORM ESMT.
R250'
R17.5'
50' ROW
12,739 SF / \
\ 46 \ \ 0.29 AC \
9,517 SF \\' \ 's 25' \ 50' ROW
25'Bg \ \ \ 13,900 SF 33 / \\
R25' \ \ / \ \
20' STORM ESMT.,, \ ��o \ 0.32AC
\
/ O / / \
10,122sF 's R37.5' 20 STORM ESMT.
023 AC
9,991 SF
\ 0.23 AC
44 30.0' FRONT STBK R25'
10,125SF0.23 AC
\ / 10,125
s / / \ / \ 0.23 ACC
\ \ 43 10.0' SIDE STBK , \ /�" \ OS 7
/ 10,125 \ \ \ \
l/ 0.23 ACC \
30.0' REAR STBK \ ^�`' �s \ 36 \ \ \
\ \ \ 13,515 SF \
0.31 AC \ / \ \
'BUFFER YARD
S \
/ 10,125 SF
\ \
0.23 AC \ 50' ROW
37
/ \
10,121SF
0.23 AC
\ 4 LIGHT POLE (TYP.)
/
R150'
SCM 1
PRIVATE SCM MAINTENACE / ACCESS ESMT.
BOUND BY ROADS, BUFFERS, WETLANDS, PROPERTY LINES,
AND OTHER ESMTS.
OS-8
\ EX. WETLANDS
(TYP.)
_OHE — —
R30' r �OHE — — - W. (US 264)
\ — FINCH AVENUE �
EX POWER POLE
- -- -- ��— R35
---------- SEE SHEETC801
- -- — — — FOR ROAD WIDENING PLANS
W. FINCH AVENUE (US-264) —
_ - EX. 100' ROW - - - -
---100'ROW--------
--- --- --- — -
-
s
40 \ SS
20' STORM ESMT.
/ \ 10,125 \ ' \
0.23 ACC \
\ \ 39 \\
/ 10,381 \ /
0.24 ACC \
20' STORM ESMT. 38
1 / 8,282 SF
\ \ 0.19 AC
R30'
64' E _
—OHE — HE —
R35
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0 50' 100'
RA,a
y' .
SEAL
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Project Manager:
TGS
Designed By:
MEM
Scale:
AS SHOWN
Date:
03.02.22
Project #:
P210116
SHEET
C203