SW6220101_Plansheet C-2.1-2 - Proposed Conditions_Site Plan_20220614

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-- -- -- I -- -- -- -- -- 130' FULL STORAGE �T-- -- --200' BAY TAPER-- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- --;
. -1' PS I 220' TAPER
�-1' PS
5/8"
ERB ERB \
I 5/8"
ERB
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ERB
5/B /
DUNBAR DRIVE - SR 2241
50' R/W (PUBLIC)
LEGEND:
PK PK-PK NAIL
EiP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
CI - CURB INLET
CA - COMMON AREA
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
SD STORM DRAINAGE
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
x 208.47 SPOT ELEVATION
BENCHMARK
M WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
TREE
0 GRAVEL
SOIL
WETLANDS
4D S�
T�
N
0
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c
y
83120�11 �c'O
O
G��O NP
NG
D
c�
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m
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FT1
m
ERB 1C„
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
1�
m
m
R
O
O
0
rn "0
o O
-I
�o
v 70
c <
Wm
"Cf)
N
N
.P
O
10.5' WHITE EDGE LINE 1
WHITE TURN LANE LINE WHITE MINI SKIP LINE NURSERY ROAD - SR 1117
10.5'
r r 60' R/W (PUBLIC)
10.5' WHITE EDGE LINE
1' PS S25°11'14"W 164.53' S25°32'08"W 296.42' S25°51'43"W 191.84' -
/ 5/8" ERB 1
ERB
5/8"
ERB �-�
27 10' MULTI -USE PATH
45' RESERVED ROW
30' STREETSCAPE BUFFER
1 WOODSHIRE PHASE ONE + 50' PRIME VIEW
1 PB 2001, PG 1298 - - - - - -
I
IJ
cn
15/8 5/8„ iTi 102.68' - - ------42.57 39.58' 75.00' 70.00' 70.00' 41.28' 28.72' 70.00' 70.00' 23.08' 46.92'
ERB ERB 41-1 F - - F - -
I00
Oct
1 � J
\ 26�/ 15' PERIMETER I o
1 BUFFER I 524 3
I I 00
1*0 11,041 SF ( 3 3 3 3 3
N24°09'46"W 0.25 AC ;� r ao ao 00 00 00 00 ao
`� 523 0 o �O o °1 0 '� o o o io
66.01' I = N 522 N 521 N 520 N 00 519 N 518 N 517 N 516 00
11,576 SF �
0.27 AC z 1 11,147 SF z 10,407 SF z 1 10,407 SF z 1 10,410 SF z 1 10,410 SF z 1 10,389 SF z 1 10,364 SF N
\ 5/8" I 0.26 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC
ERB z
�� �� EXISTING ASPHALT- \ DRAINAGE
J L I L I L JL I L I L J
TO BE REMOVED!!!!
EMOVED \ EASEMENT
< _ 5' UTILITY EASEMENT
i N25°33'52"E _ -
27.65' _TOTAL66.42'- - --70.00' - - - - "70.00'- - - - - 70.00' - - --70.00' - - - - 70.00'- - --70.00' -
® /mil- -- --------------•1/2 i15.02�27.65' -C4��� - - - -- -- - -- -- -- -- -- -- -- -- -- -- - -- --
/ ERB ERB III I
c4 HARBORWOOD STREET �HC RAMP
1/2 � 4' SIDEWALK N
Ic4` (TYP) 50' R/W (PUBLIC & UTILITY ACCESS) (TYP)
ERB - I N25°33'52"E 196.42' TOTAL
C44 � 30 R30
154 C45 66.4270.0060.00� � - -- - -- -- -- -- --
_
60.00' 70.00' 70.00' 1
1�
1 D
Iz F_ -1 F_ -1 F -1 F I F
�� J
1 'C5 rn O w
454 1 /(JI I I C14 462 =
f1
m� o
16,109 SF 't� Ld w wLO
2 N� 0.37 AC 0
o co 0 80 00 00
ERB N cD� � �1276m 0 D 0 0AC , o
1 N 10,414 SF o o
15' PERIMETER I N 10,150 SF N 10,150 SF N 12,191 SF C I I o 12,191 SF z 10,150 SF N 10,150 SF N =
BUFFER ' I 0.24 AC 1 0.23 AC 1 0.23 AC 1 0.28 AC oN oN 0.28 AC 0.23 AC 0.23 AC Zt m
(Dn
I �153; - IN
�_j IN
( I of N to
1 L 0 w 0
of W Q t o
'
70.00' 70.00' N25°33'52"E N25°33'52"E N25°33'52"E I >- I N25°33'52"E N25°33'52"E N25°33'52"E
1
/ N20'25'06E cV- z ER8 N25°33'52"E 140.00' 70.00' 70.00' 85.00' w I J F- cV
I w 85.00' 70.00' 70.00'
78.67'
00 00
I I F I F_
o f O �' I( 1
cD I u j '0I cD
1RB
o
LO 0 \� 3 482 00 l o t o
152 ; F`� \ �� 11,944 SF O 3 3 0 0 3 3 LO1
0.27 AC
9' o � 10,364 SF o0 0 00 0 °0 0 00 0
00
1 /z' o(0 0 0 0 0 31
ERB �\ \ 484 M r� 0.24 AC ,�; 481 ,�; 480 I I 479 ,�; 478 ,�; 477
s 12,383 SF \ z 10,150 SF z j 12,191 SF 12,191 SF z 10,150 SF z 10,150 SF N
�i, \ 0.28 AC \ 0.23 AC 0.28 AC
0.28 AC 0.23 AC 0.23 AC �
0
z
S81°4 09"W 231.21 '\ o
-056\ DRAINAGE 1
/ 1/2 \ / / EASEMENT L -1 L J L J
\ ERB / �� DRAINAGE
�` /g�j ♦�s\ EASEMENT
151
_ 5' UTILITY EASEMENT _ _G
\ , \ / / SS
C _ 54.78' _ _ 70_00' - _ - _ 60.00' _ /��R30' R30 60.00' _ - - - 70.00- - _ _ - 70.00- _
R30' S25°33'52"W 184.78' TOTAL T
V lI R3>S,
0I WOODPINE WAY
20' 1
\♦ j \ \ 111 `1' 50' R/W (PUBLIC & UTILITY ACCESS)
♦ R30' _ _ _ _ _ _ _ _ _ S25°33'52"W 429.78' TOTAL
\\ / �97� G59 - - - 79.78' - - - - 70.00' - - - -70.00 - - - - 70.00'- - --70.00' - - - - 70.00'-
ERB - ,5 ��•?7 - -
/ --. 5/8 5' UTILITY EASEMENT S44_
♦ 150 \ / 1'16""w 1
♦ WOODSHIRE PHASE FOUR o
♦ PB 2006, PG 31 ��` N67. 485 0LO
10,955 SF 0 -00 0 0
0.25 AC 1 ♦ F2 2 486 0 487 0 488 0 489 0 490
10,076 SF = 10,150 SF = 10,150 SF = 10,150 SF 10,150 SF N
0.23 AC 0.23 AC 0.23 AC 0.23 AC 0.23 AC q U) 1
/ <
♦ ♦ � f\ 149 ;
♦ ♦ / s Rqi � � 1
/ c
2" 'k: o° F F1
♦ ♦ / / ERB �82SFti/F2L \ I
C2.1 C2.2 /
\ ♦ / \� 55.67' 70.00' 70.00' 70.00' 70.00'
♦ / - S25°33'52"W 335.67' TOTAL
\ / �148; / I
SHEET KEY / CA 1
475,861 SF 1
...((( 5/8„/ / 1/2„ 1�1 10.92 AC I
RB / ERB 1
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
````` y\ CAR, z
sFl. "U suR�:
�i�qNlR IfIS��
03 • I b •22
REVISIONS
PROJECT NAME
WOODSHIRE
SUBDIVISION
PHASE 7
DETAILED
SITE PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 10, 2022
SHEET NUMBER
C-201

' -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- NURSERY ROAD SR 1117
60' R/W (PUBLIC)
1
1 - - - - - -- - - - - -- - �- - S25°34'48"W 705.78' _ -- - - - - - - - - - - - -� - - - - -- - - S25°38'54"W 354.78' - - - - - - - - - - - -+ - - -- O
1
45' RESERVED ROW
10' MULTI -USE PATH
■
i
1 30' STREETSCAPE BUFFER I / I PK LEGQEND:EIP NAIL
_50' PRIME VIEW I EIS
(0EIP-EXISTING IRON PIPE
' \ O EIS -EXISTING IRON STAKE
ENO ENL-EXISTING NAIL
- - - - ERBO ERB-EXISTING REBAR
70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 29.03' 40.97' 70.00' rt N/F - NOW OR FORMERLY
1 CA w 1 I R/W - RIGHT OF WAY
475,861 SF ♦ `♦ I I I PVC - POLYVINYL CHLORIDE
F J F J F J F J F J F J F J F J F J F J F 10.92 AC % 1 I I RCP - REINFORCED CONCRETE PIPE
CI -CURB INLET
CA - COMMON AREA
♦ ,♦ - PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
ss SANITARY SEWER LINE
i�1 r, (0 io in (0 509 io io Ln 506 o o , /
0 0 0 0 0 0 0 0 0 0 V �
515 ^ 514 (D 513 (D `� 512 (0 `O 511 (D `� 510 'z CO `O "' �' �' ♦ ^' FM FORCE MAIN LINE
00 N^ 0 N r (V r (V r O N r O N^ O N r 508 N^ 507 N N r 505 r / •g,
�_ �_ �_ � � �_ �_ �_ / � � � _ / SD STORM DRAINAGE
(O 10,344 SF (D 10,341 SF (D 10,340 SF (D 10,338 SF (D 10,337 SF (D 10,335 SF j 10,333 SF (D j 10,332 SF CO (O 10,328 SF
04 z z z z z z z z 10,331 SF z z 10,322 SF ,♦ / , ! ♦ M - - WETLANDS
� 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC 0.24 AC
X FENCE LINE
C.0 ♦� ; ♦ PERMANENT EASEMENT
o • . / I 0. TREE LINE
1 N . ♦ x 208.47'SPOT ELEVATION
N , ��♦ �'� BENCHMARK
I L I L I L I L I L -1 L -1 Lw I M WATER VALVE
o ; FIRE HYDRANT
5' UTILITY EASEMENT to ❑❑ WATER METER
_70.00'- _ - _ - 70.00' - _ _-70.00_ - _ - _ 70.001_ - - - -70.00 - _ - _ - _70.00'- _ - _ - 70.00' - _ _-70.00_ - _ - _ 70.00_ _ - - - -70.00 - _ - _ - _70.00'- _ - ` , � ® CATCH BASIN
0
c
c
N25 33 52 E 1256.42 TOTAL N = _ V,
,' m MGRAVEL
HARBORWOOD STREET -0)4' SIDEWALK o ` V_ Ak VJ oo V, SOIL
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARo
R. .••...••. G�
tN
• ,
sF•::' V.-
ii�gN/ R•i►SE�`
03 • I b °22
REVISIONS
50' R/W (PUBLIC & UTILITY ACCESS) a (TYP) DRAINAGE o 0 WETLANDS
EASEMENT `� `� \ , PROJECT NAME
N25°33_52"E 750.00_TOTAL
--
-_
70.00'
--
--
__
70.00'
-
70.00'
-
--
70.00'
--
--
--
70.00'
--
--
-_
70.00'
-- --
__
70.00'
- -- --
60.00'
0
o
w
w
w
w
w
w
Iw
0
463
0
N
0
464
0
N
0
465
0
N
0
466
0
N
0
467
0
N
0
468
0 0
N
469
0
N 470
ccO�
10,150 SF
c`Dn
10,150 SF
10,150 SF
N
10,150 SF
N
10,150 SF
10,150 SF
10,150 SF
13,372 SF
0.23 AC
0.23 AC
0.23 AC
0.23 AC
0.23 AC
0.23 AC
0.23 AC
0.31 AC
In
1
J
J
J
J
J
J
J
J
J
J
J J
J
N25°33'52"E
N25°33'52"E
N25°33'52"E
N25°33'52"E
N25°33'52"E
70.00'
70.00'
1 /
70.00'
70.00'
70.00'
70.00'
70.00'
N25°33'52"E 140.00'
S>O°
AsOs s
i
0� E
'
LO
�
0
�
0
3
o
�
o
�
0
17,122 SF
0.39 AC
'
3
476
N
0
ui
475
N
0
ui
474
N
a
vt
473
N
a
vi
472
N
M
N
10,150 SF
0.23 AC
z
10,150 SF
0.23 AC
z
1
10,150 SF
0.23 AC
z
1
10,150 SF
z
10,135 SF
0.23 AC
z
0.23 AC
J
JJ
JJ
JJ
70.00' _
--S25°33'52"W
_
_
70.00'
--
--
70.00'
--
--
--
70.00'
--
--
43.80'
--�---
C52
523.80'
TOTAL--
'O \
R30' R30' _ _ N25°33'52-E- - - �� ��
WOODSHIRE
00 -00 1 w\-00
L6 (0 (0 -4-N N �p p -_ �, o SUBDIVISION
cn cn
1 II 13,121 SF � , ASS A�. '0r
M
n I�� I 0.30 AC V_ 80 9s l
V, ♦ �� �` _
DRAINAGE \ 00 �0• �y9tS� \ /
1 EASEMENT \
V-11 o� , F, V_
�co h� X° 1 V, V_ , I
V = M 1>
0) V �0>1 V_ V,
O/R30' \ 9� ♦ V, V_
� .F
V, V_ _ \.oF /
000
10,124 SF
0.23 AC \ O• 1
\�C' V_ ,
RAINAGE A / / \ 'L9c \ / V1 / d,o
ASEMENT R30'
/ ♦ ��� �� I o£ /
V,
564 1-10• �O v 10,174 SF / ��� \ F'�/ �\
0.23 AC
� i / O6S` �,oG�lGG00 \ S• \ i'`� �'�°' 501 3��``�
(� �' 12,316 SF Q <' \
\�0 GO`/�T `�s�\pT%� \ / 0.28 AC 00� c�F�� ��<� BENCH<<< ♦ C_ /
<�����'�5�� / / � �hF1 y0 /,����/ (TYP) <<<�\
\�0• SSJ \\ DRAINAGE <<�< /��!< <�< V,
S• \ �� EASEMENT / <611
<`12,086 SF
0.28 AC �9S F \
ICI
�lb
<< <� <
HC RAMP ;<<�< / / <�� I ;<< 1� V,
(TYP) IMPROVED V,
OPEN SPACE
X
\nrn R30' Y (51,185 SF) ;�< o, ,
> R3� 5 1 n <<< \
1 100' 20' WOODPINE WAY �. 10,095 SF / I < -7
50' R/W (PUBLIC &UTILITY ACCESS) �'� `So�9 \ 0.23 AC og� <<
6 �< Z
N25°33'52"E 216.22' TOTAL _ _ - O ` 6'�� '<< \ \
- O O 2�, 17.42 - 70.00'- - - 5' UTILITY OEASEMENT 28 80 / �O \ \ a - MAINTENANCE &
1 S25°33'52"W 105.44' �' / ,<<� WET 5
MAIL KIOSK �� 13,203 SF O �/ 498 > - /' << < POND #1 \ \ ACCESS EASEMENT
1 F_ J F J \ C 9� WALKING <
\ 0.30 AC / Eg 6 TRAIL "<< \<�<<;<� _ - - - ` V,
�rn �; \ 10,848 SF �� ��
0 0 0 0 0 0 10,530 SF \ �`� D F \•<<<` <<<<<
475,861 SF o 0 u) 492 ,c14 0 493 o rn 0.24 AC No O p
10.92 AC LO Sri h`L �`L O << 10,500.240
F
\<<< \`
1 0.24ACjn 11,781 SF99� \ / 0 <<
0.27 AC
\ / <
(N° 10,150 SF (N° �- `'06� , % \ <<<< \ <<
0.23 AC
♦
w
;<<
<,<
z 0S29°27'32"W 85.00' 0
, I
0.30 AC N
♦ Ln
S25°33'52"W 100.00' '13,714 SF
S3
5°33 52 W 90.00'' - 05�go ` °S�s N 0.31 AC
41
GRAPHIC SCALE
-
`` 411 40 0 20 40 80 160
S25°33'52"W 70.00, ♦ '
1 J ( IN FEET ) ` I . -ETER
1 1 inch = 40 ft. �- 15 BUFFER „
32.92' 39.42' , - - / ERB \
S25°33'52"W 72.33' TOTAL 11� / \
ERB" Sag°4g'4�"w � _ SHEET KEY I , - - �
/ 22�27' l / S18°13'31"W 515.58'
- - -I 5/8" ERB
PHASE 7
DETAILED
SITE PLAN
CLIENT
1041 B Robeson Street
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
MARCH 10, 2022
SHEET NUMBER
C-2.2