SWA000128_Plansheet - Proposed Conditions_Site Plan_20211220

DocuSign Envelope ID: EE66CO3E-6E25-4219-9A3D-2052A2B19082
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PROJECT AREA AND DENSITY INFORMATION
FORESTED WETLANDS AREA #1
14,118.54
SF
0.32 AC
FORESTED WETLANDS
& OPEN WATER AREA #2
249,583.12
SF
5.73 AC
FORESTED WETLANDS AREA # 3
10,673.70
SF
0.25 AC
FORESTED WETLANDS AREA #4
11,743.79
SF
0.27 AC
NORMAL POOL
ELEVATION AREA SCM 1
29,759.46
SF
0.68 AC
NORMAL POOL
ELEVATION AREA SCM 2
55,797.45
SF
1.28 AC
TOTAL SURFACE WATER AREA
371,676
SF
TOTAL PROPERTY AREA
3,710,919
SF
TOTAL PROJECT AREA
3,339,243
SF
PROPOSED BUILT -IN -AREA
2,465,811
SF
PROPOSED DENSITY
73.849/o
SUBDIVISION SUMMARY:
TOTAL PROPOSED LOTS:
191
PROPOSED DENSITY:
2.24 DU/AC
MINIMUM LOT SIZE:
12,000 SF
PROPOSED AVERAGE LOT SIZE:
13,164 S.F.
TOTAL ROAD LENGTH:
11,494 LF
LOT SETBACKS:
FRONT:
30'
REAR:
25'
SIDE:
15'
CORNER:
30'
PROVIDED OPEN SPACE:
14.19 AC (16.66%)
SEWER:
CITY OF RAEFORD
WATER:
CITY OF RAEFORD
FIRE DISTRICT:
RAEFORD
OPEN SPACE PROVIDED
OPEN SPACE AREA #2
565,659 SF
OPEN SPACE AREA #3
18,411 SF
OPEN SPACE AREA #4
15,503 SF
OPEN SPACE AREA #5
854 SF
OPEN SPACE AREA #6
17,717 SF
TOTAL OPEN SPACE
618,144 SF
SETBACKS:
FRONT 30'
REAR 25' SCALE 1"=150'
SIDE 15'
CORNER 30' 0 150' 300'
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PROPERTY LINE
EXISTING RIGHT-OF-WAY
------- EXISTING ROAD CENTERLINE
ADJACENT PROPERTY LINE
PROPOSED RIGHT-OF-WAY
--- PROPOSED CENTERLINE
PROPOSED EOP
BUILDING SETBACK
- - PROPOSED LOT LINE
PERIMETER BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
• • • • • • • PROPOSED 100 YR FLOODPLAIN
SCM PERMANENT POOL
EXISTING WETLANDS
® CURB RAMP
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JOB NO.
A7049
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DocuSign Envelope ID: EE66CO3E-6E25-4219-9A3D-2052A2B19082
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PROPOSED RIGHT-OF-WAY
--- PROPOSED CENTERLINE
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- - - - - - BUILDING SETBACK
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PERIMETER BUFFER
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• • • • • • • PROPOSED 100 YR FLOODPLAIN
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® CURB RAMP
Know what's below.
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
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LEGEND
PROPERTY LINE
EXISTING RIGHT-OF-WAY
------- EXISTING ROAD CENTERLINE
ADJACENT PROPERTY LINE
PROPOSED RIGHT-OF-WAY
PROPOSED CENTERLINE
PROPOSED EOP
- - - - - - BUILDING SETBACK
- - PROPOSED LOT LINE
PERIMETER BUFFER
DRAINAGE EASEMENT
• • • • • • SANITARY SEWER EASEMENT
PROPOSED 100 YR FLOODPLAIN
SCM PERMANENT POOL
EXISTING WETLANDS
® CURB RAMP
/
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/ 0.41 AC
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SPEED TABLE \ \ \ \ \ //\ \ 154 \ �\
\ \ , \ / / / / / / \ \ 14,545 SF \ `!
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14,283 SF \ \ /' % / 26 / / / \ \ \ \ \ \ / /' \ \ 0.44 AC \ / 58
0.33 AC \ \ /' / /' \ \ 153 \ \ / /35 /' / / \ \ \ \ 12,000 SF m
/ ' \ \ \ / / / \ \ 12,000 SF o.zaAc
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1 \ `k " SPEED TABLE (TYP) / :% \ \ 152 \ \ ,2 S63 / / \ \ 2,000 SF
rd \ 20' PRIVATE
18 \ J \ \ 12,000 SF 0.28 AC \ /
ADA CURB \ \ i h I 16o 1 I. 1 159 1 I I 0.32AC I - w l I 1 I / / \\\ -11Ap
RAMP (TYP) \\ \\ 161 j 029 AC j j 12,721
zs ncF I COLO I I 175 I I- I 174
\ \ 13,619 SF I N I 13,804 SF 2,78AC lQ •O
0.31 AC (� I� I ` - 0.32 AC i 10.29 2,785 SF / \ \ \ \ l�% O O'
1-----------1
I I I I N 1 I I I / /� / 173
\\ 162 \ \ \ 1 I I I - z I /
\ \ LL ------- J -- so- 1 s,oB,sF
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\ .a0 AC I / \
\ \\ \\ DRAINAGE / M i--------� ' I I L__---J
\\ \ 1 EASEMENT o 96 - - 98'
\ \ / \ 157
// / \\ '3,041 0F II r \ 2' 90 .30 AC . 165
16,521 SF 172 \
0.38 AC / / \ / \ \ \\ \ /` / / 16418 SF
/ \
// \ 140 176 > l / 0:38 AC \
13,908 SF
\\ \ 164 \ \ \\ // // \\ \ \ C__ \ a ,\ \�� �w� \ 0.32AC / \ <\ 20' PRIVATE
\ \ \ 11,744SF \ \ 1 6 \ ` W O \\ / \ DRAINAGE
\ \ \ EASEMENT
12,155 SF \ O163
0.28 AC
\ 14,3065E \ \ 52, 20' PRIVATE
\ N \ 0.33 AC \ \ 166 \ \ \ �r\� /
16,794SF \ \ \ \DRAINAGE �RN 177
0.39AC \ \ 'EASEMENT /� �\� '0.30ACF /\ 171 1
`\ \\ 10'X70' NCDOT SITE 2� N \\ \\ \ \ /' \\ I \ y- \\ / \ \\ 16,37ACF f /
\ TRIANGLE (TYP) I \ / / \a \ /
5 R40 R35' L _ _ - - - - - _ - \ \ < 155
\ \ \ 11,919 SIF \ /j / o` / 56AC olo,
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o. \ \i / / 18,097 SF
SIGNAGE (TYP) \ �\ \ / \ \ 142 \ \ \ / \
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\ \ / \\\ a.zaAcI \ \ / \\ \\ \ \ 12,000SF
149
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lsso o �e /' 135 R35' /
\ \��/n13 \ \ 144 12,000 SF \ \ / 9 ' /A "r " \
2' O V V / \ \ 0.28 AC \ \/ 0 ° A^� V 61
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146 /39 / / '2,000 0.28 ACF \\ \\ / / / / t1\\I` �J� J� 8d ` / / \ ` / /' / '2,276 0.28 ACF 1O b 12,091 SFLO
132
1 \ \ \ \ \ / ,9 \ \ 12,000 SF
148
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16,8439 ACF \ \ \ \ / \ \ \ \ \' \ \ \ \ 16,147 SF
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DocuSign Envelope ID: EE66CO3E-6E25-4219-9A3D-2052A2B19082
I s, 09 0o j. �N" �y /' \\ \\ / / / / \ \ \ 0.28 AC \\ \� /' $ 0�0 /���56 ` l / 61
r 00 �� / \ \ 12,000 SF / \ / °
_300. 6 \ 30 /66 - \ 12,165 SF
- r
16 ---- R- /' \ \ ,9 / /'\ \ moo. \ 9 S
12,443 SF R35' 6� \ \ \ �, \ / / \ \ \ \ FL 0 /'Q ss, wo \ 0.28 AC /
0.29 AC I �-=142 /' A '\ \ \ \ \ \/ / \ \ 134 \ \ \ so ��1'� 1,\6. o�
---' // \ \ 145 \ \ \ \ / 99 // C/ \ \ 12,000 SF \ \ //' �/' 06 \ / / /
2 2' N89023'57"W >
/ \ \ 12,000 SF \ \ / / \ \ 0.28 AC
L------------J a3' C� \ \ /' \ \ / /
35'----__-= \ \ \ o.zanc / \ \ \ \ \/' / 1.c�0��A9/
74' \ �o \ \ �� / / / / \\ \\ 133 \ \ \ Bo /, 563 a \\ / / '�62
150' II 2,276 S
146 \ \ \ \ /�9 / ' 12,000 SF \ \ /' /' \ // /
-----------I \ C \ \ \ \ /' �0� �G�� 3 ao o.zaAc
� / 1 F
/ \ \ 028AC \ //' MATCH LINE C2 2
\ 12,091 SF / \
7,_
3�/3,�a5sF 1 M 148 11 1 1\\/ ' / �/ \\ \\ 2,000S0.28 AC \ \ s° Qo a° / \ \ \ \ \ / MATCH LINE C2.3
12,000 SFssaasF \ \ / \ \ \\ \ \ \ / d/ / o,0.31 Ac 1 \147 / // \ \\ \ \ - s�a76SF\//o9AC_1�A2 AC71 F\\ / / / \ \ \ o,\ \ \ \ \ 0.37 AC
1 \
eo \ \ 11 1 Ni \ 11 1 \\ \ / / / \ \ 131 \ \ 7 \ \ \ \
I ' / / \ \ 12,000 SF \ \ / /' / 2,000 SF
C \ \ 0.28 AC \ \ / so \ \ 0.28 AC \ \ /��� j /
63
/ / '\ \ \ �, \ \ is \ \/ / 12.018 SF
28 AC
130 \ \ \ ao /' \ \ 118 \ \ \ / / / \ 6 O, \\
12,000 SF \ \ /' -/- // \ \ 12,000 SF
\ \ /�
o.za AC \ \ /' ed \ \ 0.28 AC \ \ / /
\ 14 \ \ 1 / / / \ \\ \ \\ / \\ \ \ / /' 1yo/
\ 13,109 SF
\\ 0.30Ac \` / 30 / / � \\ \\ 129 \\ \ \\ ,i eo .����\ \\ 11�j�/ \\ �\\
12,000 SF \ \ / / / / \ \ 12,000 SF \ \ / / / \ \ �, �o /
0.28 AC \ \ /' 80 \ \ 0.28 AC \ \ / / /� / / 64
/ / \ \ \ \ \ �' \ \ �' / / 115 \ \ 0.28a C
^ \ \ �o \ 16,829 SF
o.za AC /
128 \\ \ \\ i eo / \ \\ 120 \ / C / \\ \\ 0.39 AC
12,000 SF \ \ /' , / \ \ 12,000 SF
13
0.28 AC \\ \� � i � /- Bo \ \\ \ \\ o.za AC /'\\ \\ \\ \ \ \\ / / � \` �o \\ / / / �yd/ / / / °o.
12,000 sF / \ \ 114 \ \ /' R35
0.28 AC / / \ \ \ -/ / \ \ \ \ / . / 12,0.000 CF \\ \\ / /
\ / j 127 \ \ / / / \ \ 12,000 SF / / \ \ /VV �` 6
u3 ` \ s,842 SF
\ \ /' eo \ \ 0.28 AC
\\ \ \ \ \ / 60 " p// /' S
0.36 AC \ / / \ \ / \ 2 G 12,000 SF
/ / /'\ O\ \ \ \' ' \ \ \ \ \ \// / ` / // \ \ \ \ \ ,/�j6 9 \p 0.28 AC
0.28 AC \ \ /
\ \� / / \ o / / 12,000 SF \ \ / 3
\ 2 \ \ ADA HANDICAP ao � 0
6'° CURB RAMP /� / \ \ 12,000 SF 20' PRIVATE �� / / \ \ \ \ \ \// 0 g' \\ /'//o/ o. r
\ \ 0.28AC DRAINAGE /\// ^\ \ \ \ /� '� R35' \ 1y 8 20 PRIVATE
\ \ \ \ / \ \-2� 6� \ o. DRAINAGE
12,000 SF i i0\ L�O��/\ \ \ �� \ EASEMENT j / \/ �/' \ \ 112
/ \ 0.28AC // / \ a1 GPO\\%30�/ \ \ 123 \ \ \ \ / ao / / \ \ 12,000 SF \ \ // - /� \ // EASEMENT
G A \ A VA /-°2 50 SPEED TABLE v \ /' 66 / Q\�,, O\ \ z,000sF \ \ �, / \ \ 0.28Ac \ \ �/ 1k 2,000S / / 30' DRAINAGE EASEMENT
\ 20' PUBLIC STORM \ /5° 8° \ \ o.2a AC \ \ �\ / /� \ o \ 63 2,000 SF /
DRAINAGE ACCESS "'\ as- /� \ \\ \ \\ \\ \\/'' / / / / \ \ \\ \ \\ eo �-/Fj S SIGNAGE(TYP) \ \ \
\ \ AND MAINTENANCE \\ \ �/°`L1�60 /\ \\ 1z4 \ \ \ \ / / $o / C/ \\ \\ ,2000SF \ \ �O�% `b5°J9
EASEMENT R35 / S \\ \V A o.2sAc \\ \0.28 AC \, A� P g 94
\ r 6 \ \ 1z,00asF / / \ \ � GN d
/ / �/ \ \ \ �\ \ \ 60 0� �� \ \ 0:37ACF
\ 1z,0o0SF \/ �/ \ \ 110
\ o.za AC /'35' /' \ \ 125 \ \ \ \ / so / \ \ 12,000 SF
z,000 SF \ \ �, / \ \ \ \ 0.28 AC \ \ / / \ \ �� \ SPEED TABLE (TYP) // 67
0.28 AC \ \ / ' / \ / \ \/ / / \ \ \ \
/ / o \ - / \ \ / / / z.9oo SF
\ \ \ / /' \ \ 1295SF
/ \/ log o - \ \ 0.2s AC
\ \ ,i a / �� \ \ 0.29AC / / /
/ 12,000 SF \ \ B3 \ / SITE BOUNDARY
126 \ \ /� / $ / \\ \\ 0.28 AC \ \ /'� /� \ \\ ` \\ \ / 11�/ / 6', o \ // 1'o/
15,726 SF \ \ / / \
/ \ \ 0.36AC \ / / / \ \ ' / \ \ 96 /� / // \ uj\
\ � �\ \ \ / / /\ S GNAGE TYP /
l0 \ \ / / \ \ p \ 4 SIDEWALK (TYP) / \ \ /
\ C 12,000 SF , \\ \ / A 108 \ \ 8� / / / \ \ SPEED TABLE
12,450 SF \ \ / / / \ / \ �\ ( ) p
0 12,000 SF \ / 63 68
0.28 AC / i \ / / \ \ 0.29 AC /
0.28 AC \ \ / / / \ \ ` \\ \ \� / / \ / / / \ o` 12,000 SF /
0.28 AC97
107 \ \ i / /
/ e3 \ \ o.zs nc 93 \ �\ \ /' o/ / o0
6° - / \ \ 1z,450 SF /
�J� \ / /10y / / \ \\ \\ 12.000 SF \ \ / /' \ 'r \ \� \V / 18,441 SF / /
\ \ 0.28 AC \ \ / \ \ \ \ \ / / / \ 1' /
�/1 \ \ \ \ / B3/ /
\ \ 9 \ �?` / \ \ \ \ \ ao \ \ 98 \ \ �� / /
12,000 SF / \ \ 106 \ \ �� / - / \ \ 12,450 SF
\ \ \ 028Ac / / \` / /' \ \ '028ACF \ \ / 3 \ \ 0.2sAc \ \ �/ /�/ //'\ \ \ �o \ // a \� // 69
\\ \\/' \ \ \ \ \ / / \ / / i \\ \\ 92 \ \ \ / a \\ 2,009 C
i 0.28 AC /
12,450 SF
99 \\ \\ �� / / �\ \ \ \ 0.29 AC\\
\ \��� // \ \\ 105 12,450 SF
\ \ /' '� / / \ \ \ ro, \ \ ./ R35'
15.643 SF \ \ / / / e3 \\ \ \\ \ \ / / / /' \ \ \ \ \ p0 / \ oo, \ / /
�� / / \ \ \ / / ' \ \ 12,450 SF /
10'X70' NCDOT SITE �\ \ \ 100 20' PRIVATE / $� / \ \ 0.29AC
TRIANGLE (TYP) $° NPR 0� \\ \\ 12,450 SF
DRAINAGE /\/'1 \\ \\ \ \\ \\ °2160 6y a70 /
G�
\ SCM #2 / $ \ \ \ G�\Nod' 83 STANDARD CURB \ \ \ / \ \ \ a, / 56 \701 SF
� / 12,000 SF �%� o� AND GUTTER TYP \ �o EASEMENT //\ / \ \ 90 \ \ 3 \ 034A° /
\ WET POND \ o.28 AC �/� \� (TYP) \ \ - / / \ \ 12,450 SF�j6
101 \\ \ \\ N / \ \ 0.z9Ac \ \ -�02 / \\ 6\
12,450 SF \ \ i'
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102
A \ \ \\ \ R35' 95 6 \\ \\ 0.29ACF \ \ /\
12,000 SF -/-$ <\ \\ \ \\ \\ \\ / / /,\ / / / \\ \\ 88
0.28 AC / / / \ \ ]
35 /\ \ \ / / \ \ 12,450 SF // \ \ \ 2
10 \ \ \ 63 / 0.29 AC \ \
3 \ \ / \ \ \ \ \ /' 0,000 SF
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\\ \\ ./'\\ \ \\ 73 V,000-
0.34 s3 14,976 SF //\\o\d \\ \\ o.za Ac AC \ \ / / / / / \ \ �/ \ \ \ / /
v \ 1z,0o0 SF -�` \ / / \ \ 86 \ \ \ �� ss / \ \ �� \ \ / \
F ozaAc �/ //\ // - \ o /
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74 \ \ / 8
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3 \ `ro, \ /\
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1O°/ / 0.29 AC \ \ / / / \ \ 12,000 SF
\ \ \ \ \ \ / pN go \ \ 0.28 AC
/ 5
\ \ C 12,000 SF
\ \ \ 0.28 AC / // / /' \ \ 84
12,450 SF /' 76
o.zsAc \\ \\ �� a6 �/ \\ \\ 12,000 SF
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77
83
\ / 12,000 SF \\ \\ / / /
\ 14,E93 C \ \ / / - go \ \ 0.28 AC
4 \\ \\0 o.3aAc \\ \ /
12,000 SF , O" -L \ / \ \ iso \ /\
/ \ ���� /- 12,0085E LEGEND
\ / �o\1T \ / - mo \ \ 0.26 AC \ \ Y / �s S \l��
OPEN SPACE #2,k�- -7 \' / \ \ \ \ G� o?
565,659 S F F \ \ \ \/ / / \ ,y ,/ /'\\ \ \\ 79 a° ° .
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\ 12.99 AC /' \ /�1 �' \ \ 12.000 SF \\ \\ / /\ 0
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\ \ \ 0.28 AC ,/2563//�\ \ \\ go 20' PRIVATE
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PROPERTY LINE
EXISTING RIGHT-OF-WAY
------- EXISTING ROAD CENTERLINE
ADJACENT PROPERTY LINE
PROPOSED RIGHT-OF-WAY
--- PROPOSED CENTERLINE
PROPOSED EOP
- - - - - - BUILDING SETBACK
- - PROPOSED LOT LINE
PERIMETER BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
• • • • • • • PROPOSED 100 YR FLOODPLAIN
SCM PERMANENT POOL
EXISTING WETLANDS
® CURB RAMP
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1010112021
DRAWN BY
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