SW6220101_Plansheet - Proposed Conditions/Site Plan_20220119 (3)

1 NURSERY ROAD - SR 1117
60' R/W (PUBLIC)
1
4DSite
solutions
civil engineering I land surveying
4 D S 409 Chicago Drive, Suite 112, Fayetteville, NC 28306
T� office 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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y
- - - - - -- - - - - - -- - - - - --� - --� - --• - S25°34'48"W 705.78' _ -- - - - - _ _ --� _ _-� _ _ _-- _ - - _ - - - -• - - -- - - - - - -- _ _ ,- _ _-� _ _-- - - S25°38'54"W 354.78' - - - -C
ARO
�FESS /0%
AL
10' MULTI -USE PATH - �� 57
45' RESERVED ROW ♦ ,
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- �- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- _ - -- ---- -- icS'�;••� SURv,:••l`����
1 I LEGEND: //,9N ••....•��J``���
1 30' STREETSCAPE BUFFER ' I PK O PK-PK NAIL /RIIS1��```
_50' PRIME VIEW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ' EIS Qo EIP-EXISTING IRON PIPE
V, ENLO EIS -EXISTING IRON STAKE I , h •��
ERBO ENL-EXISTING NAIL
O 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' _ N/F - NOW OR FORMERLY REVISIONS
1 CA tl M R/W - RIGHT OF WAY
♦ - I V, I I PVC - POLYVINYL CHLORIDE
F I F I F I F I F I F I F I F I F I F OO 40921ACF
/ I � ' � RCP -REINFORCED CONCRETE PIPE
V, I I CI - CURB INLET
CA - COMMON AREA
♦ %♦ �; "' I PROPERTY LINE
V, �� ADJACENT PROPERTY LINE
V, - - RIGHT-OF-WAY
�� ss SANITARY SEWER LINE
00 N ib ib ib co ib ib ib ib ^ 00 -
O O O O O O O O O O
w �' FM FORCE MAIN LINE
00 515 N 514 N 513 N 512 N 511 N 510 N ^ 509 N ,, 508 N r; 507 N r; 506 N ,� 505 /
o �_ �_ �_ �_ �_ �_ �_ I = / so STORM DRAINAGE
tD 10,344 SF Ce 10,341 SF Ce 1 10,340 SF Ce 10,338 SF Ce 10,337 SF tD 1 10,335 SF LD 1 10,333 SF (DD j 10,332 SF tD I (D 10,328 SF WETLANDS
0.24 AC 10,331 SF 10,322 SF I ,I ` / ' M
;V Z Z Z Z Z Z Z Z Z Z --
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
1 0 I �\ v X FENCE LINE
z � t ♦� � ', ♦ � PERMANENT EASEMENT
• . / �+� TREE LINE
1 , • ` ♦ x 208.47' SPOT ELEVATION
I L I L I L I L I L -1 L -1 L- N I ♦ BENCHMARK
w D4 WATER VALVE
o '� FIRE HYDRANT
5' UTILITY EASEMENT (D ❑❑ WATER METER
-..-..70.00'-..-..-..-70.00' -..-.-..-...70.00-..-..- .-..- 70.00-..-..-..-70.00..-..--..-..70.00'-..-..-..-70.00' -..-.-..-...70.00'_..-._� ®CATCH BASIN
N25°3352"E 1256.42' TOTAL-- -- -- -- - -- -- - -- -- -- -- -- -- -- -- -- -- - -- -- - -- -- N �' _ _
TREE
%� m m GRAVEL
HARBORWOOD STREET m 4' SIDEWALK J
o ` � 0 SOIL
DRAINAGE 0
WETLANDS
50' R/W (PUBLIC & UTILITY ACCESS) N (TYP) EASEMENT `° � � V, �, � � PROJECT NAME
V, V, �� V
N25°33_52"E 750.00_ TOTAL _ _ - - _ _ - - _ _ - - _ _ - - _ _ - - _ _ R30' R30'�� _ _ N25°33'52-E - - ` V, V, I V, 1
70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 60.00' cQ. / 16 - .. - .. - 110.00- - .. - .. - �: •, .; V, % WOODSHIRE
\6\� G
00V- Nr
w �r- ` / \
SUBDIVISION
(D (.0
V, V, \v-
13,121504 SF \%%
. �� . - _ _ ; FS PHASE 7
w w w w w w w A
�� 0.30 AC
w o 0 0 0 0 0 0 0 0 0 0 0 o I , I / >p ,1, , 'Oy d' •�
o O463 N 464 N �, 465 N �, 466 N �, 467 N �, 468 N �, 469 N 470 1 �� DRAINAGE \ '00, \ems
� � 1.,. EASEMENT O ° ��� I ���
N 10,150 SF U) 10,150 SF N 10,150 SF N 10,150 SF N 10,150 SF N 10,150 SF N 10,150 SF N 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 \ O� , \ F� �•, / pt /
�i loll i Tp�
�/R30 \
\ \ Op **TESTING METHODS MUST MEET i�
w / ' \ ���/// 10,124 SF / o �`6 `WATER MAIN STANDARDS FOR ' �,��-
LLJ\ 0.23AC - 1 \t DETAILED
5 'Lj PIPE BETWEEN MH-17 AND MH-18 _ /
N25°33'52"E N25°33'52"E N25°33'52"E N25°33'52"E N25°33'52"E 70.00' 70.00' ` O� " \ i3�
w 70.00' 70.00' 70.00' 70.00' 70.00' N 25°33'52"E 140.00' S> 1�i \\ �°' ��. �p \ F ` / - � V- ,� SITE PLAN
RS i3`3S / DRAINAGE u. \ / \ q9c \ ♦ / ' / �cSA V, V
z O O O O j s, ��y o� EASEMENT R30' \ <"�S v. j �G�A�
C64 sp. �3p 10,174 SF / `\ ,I'T / `�
U / ♦.0`0 A, A 6�. 0.23 AC 0 /
6 0
O
17,122 SF
00 00 00 00 iv / \ `� C °�` \T�1 / 12,316 SF ,��� < �� `� N�� V I CLIENT
0 0 0 0 0 0.39 AC F, i
0 0 0 o r•> / G O �- T
0 T G S O i < PARK m- \�
� � � � i p 0.28 AC 0
476 N O 475 N O 474 N O O N O 472 �� 2 �Q� o c`5``' BENCH
�i �i �i 473 �i N o �i �' F o `�
o �_ �_ �_ �_ _ �' G J F O.q �0 1 /
ce co co co co O ♦ q ♦ \ O � S (TYP) -1 =
N 10,150 SF Z 10,150 SF Z 10,150 SF Z 10,150 SF Z 10,135 SF Z �,� �� oc ES 'lid+ �� �01 ��� ,V, V, �o V V,
0.23 AC 0.23 AC 0.23 AC 0.23 AC 0.23 AC i / \ \'Lj FS �\ \T DRAINAGE V, V, Z,
S -
z �i // S• \ �;J EASEMENT < N'�
12,086 SF / O c�\;�s �0.28 AC� \ V, V •
s �s 2 c ���
�7\ V' ♦ ~ �\ : 9
pment Company
_ _70.00' _ _ _ _70.00' _ _ _ _ 70.00' _ _ _ _ 70.00' _ _ 43.80' C52 / / \ �C'O ���� �S HC RAMP / �1
/ (TYP) �; < IMPROVED V, V : V, V 1041 B Robeson Street
V, Fayetteville, North Carolina 28305
S25°33'52"W 523.80' TOTAL O� \ / OPEN SPACE ' ` y
(51,185 SF) Phone: [phone]
R30'
>>° 10,095 SF R3� 5 1 Fax: [phone]
1 100' 20' WOODPINE WAY � � � s / � O � � � , � � ( )
50' R/W (PUBLIC &UTILITY ACCESS) 0-9 l 0.23 AC Og / I to \ Z�\ `� %�
�`o�00 to \ �
♦ V,
��'\
N25°33'52"E 216.22' TOTAL _ _ _ _ _ � � � � s`S O ��\ / � , �
- 6°�6%$,w 70.00'_ -- -- -- .100.00'- -- -28.8 I / / per"\\ y�� �� - -.� - - �•.
PROJECT INFORMATION
_ p.2 5' UTILITY EASEMENT
1 \ O ,� \
3
S25°33'52W 105.44' 495 °�. /
MAIL KIOSK \ �' POND T #1 V,
1 O O O ern, 10.303 C O 498 C6 6g� WALKING r
a �� �� 0.30 AC 10,848 SF 8 �\ 67 TRAIL
O ��
1 w 1 `� 494 F� 0.25 AC / A.
CA �, O \ O� O �9., -
ri O p O N \ � O O F Vi
N 475,861 SF 0 00 492 N 493 10 240ACF
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1070
10.92 AC ui o o \ \ S`L \ / �rL �p V,
w 1 10,50024 ACF jn 11,781 SF S-
r - - - • . 00 491 00 0.27 AC
DRAWING SCALE
O Oi 2 -
• ` • . N 10,150 SF `0�♦ <<
0.23 AC t
�ILD5 *61 499 w �% HORIZONTAL: 1 "=40'
• • z N �Lb O�P�' S29°27'32'"W 85.00� / i °��, 13,152 SF o 0 500
o �/ 00. ,S� \ 0.30 AC N
♦ S25°33'52"W 100.00'� - - -� . 5� 6� U
1 's �O 0�p N
S35'332"13,714 SF / DATE RELEASED
0 1 / o ♦� W 90.00'• v
. 50c�`Lg \ SSG 0.31 AC / ♦` ' ` ,
/ GRAPHIC SCALE �•� '/1 JANUARY 17, 2022
/ -
� � 40 0 20 40 ao 160
a ` S25°33'52"W 70.00' ♦ / ��O ♦ , ` /
C2.1 C2.2 ` C,`� ' - - �• • _ _ SHEET NUMBER
\ O L � 1 ( IN FEET ) `� %� • / - ETER °' �
1 1 inch = 40 ft. ; _ /�� 15 BUFFER s/a"
V, ERe
SHEET KEY S25°33'52"W 72.33' TOTAL
15 F vFF�R ERB Sag°4g'4�"W - ♦ � C-202
0 - - -� - - - - 22�27.- �� - -' / S18'13'31"W 515.58'
ERB