SWA000128_Plansheet - Proposed Conditions_Site Plan_20211214

DocuSign Envelope ID: 2C247E47-AD54-47D1-9D32-3D6A938882FC
/
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N N SITE BOUNDARY
30'
DRAINAGE
\ _ = EASEMENT /
U /
- N
I
69 /
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67
66
C/L
1
50'
RIGHT OF WAY
8
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133
sr 121 j ` 86
75' 142, \\\ / 150' i'\ \ �`° \\�'/ i 109
SITE BOUNDARY 5-- I 9, T _ 3 78'2p/''\ N \ \� 150//��\\ 1132 101 /\ \� 150, �� \ 8o
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853 SF 44 1' 1 5z `\ 5
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6'
SHOULDER
PAVEMENT 6' DITCH
1/4" PER FOOT
8" CABC
1" PER FT. 2" S9.5C 1" PER FT.
TYPICAL STREET SECTION
VAR.
PAVEMENT
NTS
6'4"
SHOULDER
8'-0" 5'-0"
WIDTH
WIDTH
+.16
0.02
-0.02
+.08
-0.08
- 18
-.25
DRIVEWAY TURNOUT
GRADES
6-0"
NTS
V-DITCH
— 5' TEMPORARY CONSTRUCTION EASEMENT —
(FOR MAINTENANCE AND FUTURE CONSTRUCTION)
GRAVEL
PROPERTY/PHASE LINE
PROPERTY/PHASE LINE
III
I I
0 o' 0
B-B JIDTH
50' RIGHT-OF-WAY
TEMPORARY HAMMERHEAD
TURNAROUND
NTS
SETBACKS:
FRONT 30'
REAR 25'
SIDE 15'
CORNER 30'
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
STREET TABLE
LF
ROW
ABBY STREET
147'
50'
CONSTABLE LANE
3732'
50'
JUBILEE DRIVE
2720'
50'
SHAKESPEARE DRIVE
682'
50'
DUCHESS DRIVE
994'
50'
CATHEDRAL COURT
203'
50'
PICCADILLY DRIVE
992'
50'
BUCKINGHAM DRIVE
998'
50'
CANDLESTICK LANE
1026'
50'
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
SIDEWALK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
® CURB RAMP
GRAVEL
ACCESS DRIVE
SCALE 1"=150�8 abN
NOR
0 150' 300'
Know what's below.
Call before you dig.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF RAEFORD, NCDEQ AND NCDOT STANDARDS.
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DocuSign Envelope ID: 2C247E47-AD54-47D1-9D32-3D6A938882FC
0
20' PRIVATE
DRAINAGE
EASEMENT
143' - -
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DRAINAGE
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11g• / / I I
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101'
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0 60' 120'
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
SIDEWALK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
® CURB RAMP
Know what's below.
Call before you dig.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF RAEFORD, NCDEQ AND NCDOT STANDARDS.
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78' 02' 198' 80' 80' 80' W�
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I______ I
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TURNAROUND AND
EASEMENT (TYP)
16,411 SF
91,
96'
88'
I I
of
49
I
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13,499 SF
I 0.31 AC I
12,966 SF I
I 0.30 AC I
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I / / \
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L------J
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I 51
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0.29 AC
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
SIDEWALK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
/Q\ CURB RAMP
F F F F F \ 41 \ / 9 ' '-,7 / // // // \ 1 1
\ \ \\ 12,531 AC \ 75' 1' 80' 80, 80'0.29 70 I 9 66' 34' 42' ate/ / 52
___________ _- / / 10.425 C /
\ 00\ \ R=500.00; I ----- s' \ \ / / / o.az AC
\ 1 41 _-- --- JUBILEE DRIVE R35 I R35
50' ROW - 30' B-B --- --- --- -�-�
cr � 511.34 N89 38 07 W , I R35 R35' 511.34 N89 38 07 W /
125' I 7030' \
82'
4' SIDEWALK TYP I �9 ��
STANDARD CURB ( ) I \ \ /
AND GUTTER (TYP) -� r--------------------1 N r------
/ / 158 1 rnl I i I % zS,
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\ / - \ \ I `� 1 12,435 SF '�" 12,721 SF I 174
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TURNAROUND AND ��\ \ \ \ EASEMENT 90 - - 98' r \ I I------J
PUBLIC ACCESS / / °/ \\ 3057E
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165
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.28 AC
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0.33 AC \\ \ \ / \\ 166794 E \\ \ \ \ `\ DRAINAGE ��N �' 177
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1 O'X70'NCDOT SITE \ \ \ \ \ \\ \ \\ 6,246S /
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14,545 SF 0
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168
11,589 SF 0.27 AC 138
14,283 SF `\ \ / / % / 25 / / / / \ \ / \ \ '9,274 0.44 ACF \ / / 58
0.33 AC / / \ \ 153 \ \ / / \35- / / \ \ \ 12,000 SF in
12,000 SF \ \ / / / M 8° \ \ \ \ 0.28 AC /
0.28 AC
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SPEED TABLE 18,097SF \ 3?.
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49 \ \ / / g0 \ \ 0.28AC \ \ / `\ \ `\ \ 1SF
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n'° / / / �\ `\ 144 \ \ \ \ / g / / ' \\ `\ 12,g000r'SF \ \ / /' R3�'
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N89023'57"W �3 / / \ \ 12,000 SF / o.2a AC
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35 \ \ \ \ \ \ / / / //�\\ \\ \ o \ \21
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1 0.32 AC \ \ \ / / / 60 / / / \ \ \ o.\ \ \ \ \ 0.37 AC
\O�U3� \` \\ \ \\ \ / / /// \ \ 131 \ \ i eo �/ // \ \ 117 \ \ \
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Know what's below.
Call before you dig.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF RAEFORD, NCDEQ AND NCDOT STANDARDS.
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JOB NO.
47049
SHEET NO.
C2.2
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DocuSign Envelope ID: 2C247E47-AD54-47D1-9D32-3D6A938882FC
9, z log / QOG N / /' \ \ 2,00a SF \ \ / / / \ \ \ 0.28 AC \ \ / a 00 / 0 1 56 \ l / 61
I _'�pp.001 / �... \ \ 0.28 AC \ \ / / / / \ ` \ \ \/ ry0o' . /6V \ \ 12,165 SF
12 443
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- - - -�- / \ \ 145 \ \ \ //"Igl / \ \ 12,000 SF \ \ /' v / ` as \ /
' j / 93 / / / \ \ \ \ / / / \ \ \ \ 0.28 AC
L----_-_2' N89o2357"W 12,000 SF \ \ / \ \ \
so� N 74 / /\ \ \\ \\ \ \\ \\ \� / / / / / / /' / / \\ \\ 133 \\ o\ \\ i e°/ 563
i°2/✓/ 62 ss
146 \ \ \ \\ / /�9 / �' \ \ 12,000 SF \ \ / /' ! J� /' \ \ `� // / 12,276 SF
---------- I l ' - �' \ \ 0.28 AC\� $" 0.28 AC
, 2,091 SF ao \ \`� / //' MATCH LINE C2 2
0.
II 15 1 r ;M \ \ \\ \\ \\ \\ �/ / // / \\ \ 132P�So�° //// \ \ \ �� \ //' MATCH LINE C2.3
13,334 SF I 11 11 \ 148 \ ` / 39/ \ \ 12,000 SF \ \ / / i
1 0.31 AC ci J \ \ \ \ / / / C \ \ 0.28 AC \ \ / / e° \' \ \ \ / /
I \ �n 16,844 SF \ \ 147 \ \ /' / / \ \ \ \ \ \� / \ \ \ \ 116 \ ° \ /' o/ /' `op,
\ a,o77 sF \ \ \ / / e° / /'\ \ �o. / \ 16,147 SF 0 m \ 0.39 AC \ / / \ \ /\ ' " / '�\ \\ 117 \ 0 0.37 AC
o\Z o.3z AC / \ \ \ /
1 N� \ \ \ \ \/ / / / /// \ \ 131 \ \ / \ \ \
1 O� y \ \ \ \ \ / ad / \ \ z,000 SF
\ \ / / eo / /' \ \ 12,000 SF
\m 0.28 AC \\ \\/' / / ao C \\ \ \\ o.z8 AC 63 /
12,018 SF
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12,000 SF \ \ / /�/ / \ \ 12,000 SF
0.28 AC a6 \ \ o.za AC
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13,109 SF
\ 0.30 AC \ /' / / \ \
129 \ \ i eo // \ \ 119
12,000 SF \ \ / /' /' / / \ \ 12,000 SF \ \ / / / / \ \ ,p �o /
0.28 AC \ \ // /' a° C \ \ O.z8 AC \\ \\ /'/ /\ / / //\��\ 6A /
\ \ \ \/ \ \ \ / / / 115 \ \ 12,0000 SF
o //� \ / % // / / \ \ �o \ \ �o \ \/ \/ / \ \ t� 0.28 AC
16,829 SF
12,000 SF \ \ /' ' /' \ \ 12,000 SF
028 AC \ \ /' / 90 \ \ 0.28 AC
/ \
13 \ a� \ \ \ \ \ \/' /" \ \ \ \ \ \ // / / // \ \ \ �\ \ / oo \ // / /
12,000 SF / \ \ \ �o \ \ �\ \ \ �� \ \ \� / / / \ \ 114 \ \ / / \/
0.28 AC
,i 121 / a°/ / \ \ 12,000 SF
\ / / 7 \ / C / \ \ 12,000 SF / / / / / / /\ \\ \\ \ \\ \ \ / °� 9� P� <� / / 6
12 \ / / \ \
L \ \ 15,842 SF \ \ / / / 86 \ \ 0.28 AC 5
0.36 AC / 0.28 AC
ISO
z,000 SF
113
\ \ ADA HANDICAP as /� \ \ 122 / a \ \ z 3 0 ��. \� /
// \ 20 PRIVATE � a / / � '0.28ACF \\ \\ o a 00• � 0, � � \\ /
CURB RAMP /� /' \ \ 2,000sF / // \ \ \ \ \ \�' 1 0 �\ \ \ /' a/ / o
ao.... \ \ 0.28 AC DRAINAGE /' /\ / //\ \ \ \ 2(k• '\ R35' o \ / ° // 20 PRIVATE
/ \ \ / \�1 /
\ / 12 �\ Qom- \ EASEMENT / / \ \ \ ° �- a3 \ \/ DRAINAGE
/ \ / 12,000
z112
a AC / /� % \ s GPQ\\��j� / /' �\ \\ 123 \\ o\ \\ \ \ / ao \ C' / \\ \\ 1z 000 SF \\ \\ / /� e n1 \ /
G ' /\ EASEMENT
12,000 SF \ \ /% \ \ \ \ o.zaAc \ \ /'/ ��j0 A SPEED TABLE \ // 66
\ �j g \ \ 0.28 AC \ \ 'o ` \ \ 12,000 SF / 1
20' PUBLIC STORM \\ ss �/ ° \ \ \ '\ //'\ \ \ �o \ \\ - s `3 SIGNAGE(TYP) 0.28AC //i
\ / / \ \ \ \ \ / 30 DRAINAGE
� \ DRAINAGE ACCESS \ �� /�\N \ �o \ \ � / \ \ � ao � /5
A / \ \ 111 \I 9
6 \ / �\ 0 0 \ \ / EASEMENT
\ AND MAINTENANCE \ /° Z'1 \ \ 124 2,o60SF \ \ O/ 2,5 \ / //
\ \ 63 / \ \ 12,000 SF \ \ / � / / \ \ 0.28 AC \ \ / / GY\p o g e'
EASEMENT \R35 /` �s \ \ / \ \ \ \ \/ \�\N / 94
�jGJ 61 \\ \ \\ 0.28 AC % / /' \ \ \ \ 0 R° / / \ \ 15,946 SF
\ \ S / \ \ 037AC
\ 12,000 SF /) / \ \ �\ \\ \\ / / / / \ \ 110
\ 0.28 AC / / / 35' / /' \\ \ 125 \\ \ i / g0 / / \ \ 12,00 AC \\ \\ / 67
12,000 SF / / \ \ / \ \ �� \SPEED TABLE TYP /l//
0.28 AC \ \ / / / \ / \ \ \ \ \ \/ /' �\ \ \ \ ( ) / / \ 12,000 0.28 C95
000l /
/yd // \ oo // a / \ \ 0.29AC \ / / //
\ \\ \ \ \\ \/ / eo / / \ \ 12,000SF
\\ \\ o /� 12,451 SF
ea
126 \\ \ /� / \ \ \ 0.28Ac SITE BOUNDARY
15,726 SF �\ / / / /\ \ \ \ \ \ \/ / / \ \ \ \ \ \ / / / \ 6\ /
10 \ 0.36AC \ \ // / / / \ \ �/ // \ \ 6 \ \ /� / // \ �j\
\ 2,000SF ) \\ \ / /\ \ \ 1o8 \\ \ \\ 4 SIDEWALK (TYP) ao \ \ 12,450 °9ACF / SPEED TABLE /
ao 12,000 SF \ // / a3 \\ \\ / \\ ww. SIGNAGE(TYP)
0,00 AC - \ \ / 68
0.28 AC \ \ / . / \ \ \ \ \ \. / / / / / \ \\ ' 12 000 SF /
/ o.za AU
/ //\ Off\ \\ //' / / / / //' \ \ \ o\ \ \ eo �/ /' \\ \\ 2975E �j\ \ //
\/ // \ \ 107 \ \ /i /
// ` \ \ 12A00 SF \ \ / / / g3....... ` \ \ 0.29 AC 93
\ 0.28 AC \ \ / \ \ \ \ \ \ / / / / \ \ 18,441 SF
z,0090 SF r?, / / /' \ \ 106 \\ \ \\ i a° /" / / / \\ \\ 12,450 SF
\ \ \\ 028Ac / / �\ / /// \\ \\ 12,000 SF
\\ \\ //'/ 93 \ \ 029Ac \\ \\ /// / ////�\\ \\ \ `ro.\ \ // \ // 69 /
\ \ \ / / / `/ 12,000 SF /
92 \ \ / ` 0.28 AC /
/' 12,4450 SF R35' \ /
29 AC
10 / g0 /' \ \ 12,450 SF \ \
\ / / 15,643 SF / ga \ 29 AC R.36 AC
\ \ / \ \ \
91
ao Qom/ \ 100 \ \� 2,450 SF
10'X70' NCDOT SITE \\I�' // \ \ / g3 / / \ \ O450S
\ / \ 20 PRIVATE
TRIANGLE (TYP) GN% e� \ \ 12,450 AC /\ / \ \ \ \ \ /°2\ / 70 \
\ / / 0.34 AC
8 \ \ \\ G\�\\Job' a3 STANDARD CURB \\ \ \\ DRAINAGE // / / \ \ \ �\ \ g3 /-c�63 \ \ 4,701S
a5 1a,7o, SF
12,000 SF \ \ �� o� AND GUTTER TYP EASEMENT 90 \ \ -( 6`3 \
\/ ( ) \ \ / \ \ 12,450 SF \ \ / /' 44
\ \ 0.28 AC / / / \ \ Pf / /
12,450 SF
0.29 AC
\� \moo. / / /'\ 3s• ' o\N \ \ \ / / ` / \ \ 8 1^\1
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rjr0 / 102 \ \ /� / / \ \ \ \
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\ \ 7 \ q�1/ 0.29AC \ \ \ C 12,000 SF % JJ V �\ \ \ \ \\ \\� / / / / / / / /' \\ \\ 88 \ \ \ / /� /
\ \ o.za AC / / \/' / \ \ \ o, \ 12,450 SF \ \ / / / / \ \ \
10 \ \ \ 63 / �\ \ 0 29 AC \\ \\/ / / ' / ' 12,000 SF
/ 7 \ \
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0.29 AC
87 \ \ \ / /� e3 / /\ \ \\ \ so. \ \ /
SCM #2 \ \ / \ \ \ \ \ �/ `/ \ \ 12,450 SF/' \ \ \ 73
\ \ y /
WET POND \ \ 104 \ \ / \ \ \ \ / \ \ /\
/ \ � / \ \ o.zs AC \ \ / / / / \ \ , z,000 SF / 1/ j\ \ 14,976 SF \ \ /' /\ / / / �\ \ \ `ro. \ \ g0 \\ \\ 0.28 AC \ \ \ / /
\ C 12,0 0 SF , ��\ \\ 0.34 AC \\ \\/ / /00000 / / / / / \ \ 8
6 \\ \ \\ /� 63 /' /\ \ \\ \ o. \ \\/ \ / /
/ 12,450 SF \ \ / / \ \ \74
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\ \ / / / / 12,000 SF \ \
8 \ a3 /\ \ / /
75
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0.29 AC \ \ / / \ \ 12,000 SF /
/' \ �. \ \ \ \ \ \ / PN� / ao \ \ o.za AC
\ \ 5 // /
\ \ \ 1
2 000 0.28 AC F / / // / \ / / ! / / 84 \\ \ \\ / / /� 63 GP,,\ O� 3 / /' �\ \ \\ 76 / g0 /
\ \ \ \\ /// / / \ / \\ \\ '0.29 AC 450 F \ \ /// \" ad '/ \\ \\ 12
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\ / \ 0.28 AC 78
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OPEN SPACE #2�
565,659 SF,'\ \ \ 79
12.99 AC \ F \ \ \\VV / \\ \\ 12 0.28ACF
F \ \ \ a'z8 AC 3 S63 2 \ \\ \\\ �� \\\ 20' PRIVATE
/ \ \ j�35 rLG� 6 / / \ \ \ 80 \ \ / / ao
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/ a/
81
12,000 0.28 C
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0
82
13,232 SF
0.30 AC00
/
12,01 SF
�\
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
SIDEWALK
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
® CURB RAMP
I I \ 0.28 AC
\ PROPOSED PUMP STATION .a°/ / / /
/ y \ \ / SCALE 1 -60
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Know what's below.
Call before you dig.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF RAEFORD, NCDEQ AND NCDOT STANDARDS.
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DATE
1010112021
DRAWN BY
331
DESIGNED BY
331
CHECKED BY
MVZ
SCALE
1 " = 60'
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JOB NO.
47049
SHEET NO.
C2.3
L