SW6220101_Plansheet - Proposed Conditions/Site Plan_20220119 (2)

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DUNBAR DRIVE - SR 2241
50' R/W (PUBLIC)
LEGEND:
PK O PK-PK NAIL
EiP Oa 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
D4 WATER VALVE
FIRE HYDRANT
❑❑Y WATER METER
® CATCH BASIN
TREE
GRAVEL
SOIL
WETLANDS
4D S�
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GO NPR
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Q GRAPHIC SCALE 40 20 40 80
( IN FEET )
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10.5' WHITE EDGE LINE I
WHITE TURN LANE LINE WHITE MINI SKIP LINE NURSERY ROAD - SR 1117
le r - - - - - - - 60' R/W (PUBLIC)
�O.
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' -
/e ERB ERB
5/8"
ERB �-�
27 10' MULTI -USE PATH
45' RESERVED ROW
30' STREETSCAPE BUFFER
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0 I WOODSHIRE PHASE ONE _ _ _ _ _ _ _ _ _ _ 50' PRIME VIEW
PB 2001, PG 1298 rn
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39.5�8' �75.00' 70.00' 70.00' 41.28' 28.7�2'
102.68' 42.57�70.00' 70.00' 23.08' 46.92'�a, 5/a„ rr'
ERB
Co ERB
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1 J
C) I ��26; I I
15' PERIMETER I o 524
BUFFER ► O 00
I f I 11,041 SF � 3 3 3 3 3 3 3
N24°09'46"W of 0.25 AC r 00 00 00 co 00 co co
`� 523 0 o CO o a' o '`� o o o 00
66.01' I N 522 N 521 N 520 N 519 N 518 N 517 00 516 ��
11,576 SF _ ' _ o
0.27 AC z 1 11,147 SF z 10,407 SF z 10,407 SF z 1 10,410 SF z 10,410 SF z 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
_ _ _ _ _ _ _ ___-
C79 . .
\EXISTING ASPHALT \ DRAINAGE L J L I L I L I L I L I L
TD BE REMOVED EASEMENT
\\C7B�- _ 5' UTILITY EASEMENT
-i N25°33'52"E _ -.. -.. -..- -..-.. -..- .-..- -..-. -.. -..- -..-. -.. -.. .-..-
27.65' _TOTAL - _ - C77~ - . 66.42'- - 70.00' 70.00'- 70.00'-70.00' 70.00'- - 70.00'
` ® '�f- -- --------- �/2„ i15.02' ,27.65' - - - -- -- - -- -- -- -- -- -- -- -- -- -- - -- --
/ ERB ERB
C42 4' SIDEWALK HARBORWOOD STREET �, �HC RAMP
1 /2" II `
ERB C43 \ (TYP) 50' R/W (PUBLIC &UTILITY ACCESS) `" (TYP)
- -- -- - -- -- -- -- -- - -- -- -- -- --
C4� - N25°33'52"E 196.42' TOTAL - - R30'
154 ; I \ C45 66.42' 70.00' 60.00' \♦ R30 ��� 60.00' 70.00' 70.00' 1
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00 0 N I I rz1 (0 of I
16,109 SF °Mr° 455 0 �`' �`' �`' I I 3 1 �`' LO
/2 i No (0 I 0.37 AC V) o0 00 co co 00 00 �1 CA
ERB J 11,866 SF N� 456 � o p o p o I I p 0 0 w
I I E J I 0.27 AC O N 457 N 458 N 459 I 29' I 460 N 461 N 462 0 m
Ln
N 10,414 SF o
N 15' PERIMETER I C° 10,150 SF 0 10,150 SF 0 12,191 SF o I I o 12,191 SF z 10,150 SF N 10,150 SF N =
D I BUFFER ' 0.24 AC N 0.23 AC In 0.23 AC In 0.28 AC oN 0 0.28 AC I 0.23 AC 0.23 AC 4 rm1
\ I I 1n
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I JI I J IN
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J J Nw lI Nw
J o oL -L otow
"E 70.00' 70.00' N25°33'52"E N25°33'52"E N25°33'52"E z � N25°33'52"E N25°33'52"E N25°33'52 "E
RN20°25'06 N2533'52'E 140.00' 70.00' 70.00' 85.00' J 85.00' 70.00' 70.00'
ERB 78.67'
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ERB
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00
1 /2 ' Z� r'Q. o 10,364 SF o 0 0 0 0 l I o 0 0 00
0 0 31
ERB r� 0.24 AC N �; 481 N �; 480 I I 479 N �; 478 N �; 477
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Al2,383 SF z 0 0 12,191 SF c0 0
S' I z 1 10,150 SF z I I 12,191 SF z 1 10,150 SF z 1 10,150 SF N
��, \ 0.28 AC \ \ 0.23 AC 0.28 AC
0.28 AC 0.23 AC 0.23 AC 04
Sz 0
S81°4 09"W 231.21' \ 01 I I z
19,
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DRAINAGE
1 / \ �� \ __1L EASEMENT L -1 L J L J
1
/ERB / DRAINAGE
151\� ` \ ♦0� EASEMENT
\ / \ C 5' UTILITY EASEMENT _ G� �R30'
.SS _ 54.78' _ _ -70_00' - _ - _ 60.00' /i R30' 60.00' - - - - 70.00- - - - - 70.00- -
/j R30' S25°33'52"W 184.78' TOTAL
\ �
♦ / I N WOODPINE WAY 20' 1
♦ \ I I 50' R/W (PUBLIC & UTILITY ACCESS)
/ _ _ _ _ S2_5°33'52"W 429.78' TOTAL _ _ _ _
♦\/ � 297 59 - - - 79.78' - - - - 70.00'. - - - --70.00- - - - - 70.00'- .-70.00'..- - - - 70.00'-..-..-
♦ �� 150 ERB 5' UTILITY EASEMENT
C58
IF IF IF IF
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\ WOODSHIRE PHASE FOUR N-1, w o
♦ PB 2006, PG 316 T N67• 485 0 w 1 w 1 w 1 w 1 �
1
10,955 SF 486 CD 0 487 CD 0 488 CD 0 489 CD 0
22j, 0.25 AC N o 1
T S 10,076 SF N 10,150 SF N 10,150 SF N 10,150 SF N 10,150 SF N r V_
\ / OT�< \ 0.23 AC 0.23 AC 0.23 AC 0.23 AC 1 0.23 ACCD IV,
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\� 55.67' 70.00' 70.00' 1 70.00' 70.00' �
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♦♦ / r�--�1 / �� S25°33'52"W 335.67' TOTAL
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SHEET KEY
475,861 SF 1
•••((( 5/8"/ / 1 /2" \ 10.92 AC I
ERB / ERB
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number C-2354
wwwAD site solutions.com
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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
JANUARY 17, 2022
SHEET NUMBER
C-201