SW6240103_Plansheet - Proposed Conditions/Site Plan_20240425

site
solutions
civil engineering I land surveying
409 Chicago Drive,Suite 112,Fayetteville,INC 28306
/ office 910-426-6777 fax [phone] license number I C-2354
/ \\ LEGEND: wwwADsitesolutions.com
EIP Oa EIP-EXISTING IRON PIPE
/ EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
o COMPUTED POINT/ \\11111111y�N/F - NOW OR FORMERLY ♦♦♦♦``N CA/?o Z//I
N/F R/W - RIGHT OF WAY ����p •'•ESS/•••`� '��i
�• � O • i
JUNIOR C. SMITH PROPERTY LINE
DB 1343, PG 881 ADJACENT PROPERTY LINE •Q
MT. ARIEL COMMUNITY CHURCH S18°50'57$$ N 590,144.597 PB 10, PG 33 AL
DB 4199, PG 1867 33 28' / E 2,038,652.499 —
PB 2008, PG 994 / NC GRID NAD 83 -- TIE LINE 57
(2011) S19°49'43"E 2547.37' TOTAL RIGHT-OF-WAY
5/8" ERB EPK EIS
177.03' 100.00' w WATER LINE �i�s�.••�•SURv�••
ERB 0 S80°43'48"E 101.00' // OVERHEAD UTILITY
_ _ 'I�q R••S �J��;
5/8„ 42.44' i /\\ _ _ _ — — — — — — — — — - - STREAM
ERB — /8 — —ERB _ / / I TOB _ TOB TOP OF BANK
EP b� L•I/�•14
I ERB TBM O \ \ I I WETLANDS -T
/ 4D DISK /�Qi EXISTING EASEMENT LINE
N 590,236.976 \
I / E 2,038,574.122 / / \ X FENCE LINE
ELEV 209.27 I I
NC GRID NAD 83 / \ \ z TREE LINE REVISIONS
I / (2011) �/ \ O IN v l ioo r> — 100 YEAR FLOOD ZONE
NAVD 88 ^• I Z\ 7 O o ^!
50' MILLING o
/ \\ p o O m 200 MAJOR CONTOUR
I LIMITS \� �\ 28,623 SIF o
(0.66 AC) O ^! 20,000 SIF 199 MINOR CONTOUR
m0.46 AC
1Q —a- -a—�—
C, �\ I ( ) 0 30' VEGETATED BUFFER
I / ` x 394.47'SPOT ELEVATION O I
/
36,897 SF ` I I BENCHMARK
\ (0.85 AC) \ \ I I I s SIGN- -\ \ \ —1L — � ©TRANSFORMER
—
0 STREET LIGHT
11.76' _ _ . — _ . pp UTILITY POLE
/ �ryo /O• / \��� S��\ C6. . — _ 10000� _ C GUY WIRE
74 / 5' NO ACCESS \ , S19°49'_ _
'43"E 395.88 TOTAL ❑T TELEPHONE PEDESTAL
\ N WATER VALVE
EASEMENT
N60°42'30"W_____.# FIRE HYDRANT
/ 76.40' TIE/ �
5/a" / S19°49'43"E L�J WATER METER
I / ERB . 395.88' TOTAL� ASPHALT
27,555 SF 1/// /8 _ _ . . 54.00' WETLANDS
(0.63 AC) / / C5 ®UNSUITABLE SOILS
DUNCAN'S CROSSING SUBDIVISION / N09
PB 2022, PG 318 /
v /o0/1 ,1Q1
/ l 20.00'
PROJECT NAME
75
v = 20,000 SIF
z4�1 J0 (0.46 AC)
/ ,7 I Q / cS 23,734 SF I N THELEANDER
�O/ 1 / °929� / /�/ / / \� ��\ (0.54 AC) Io
\ / AT/ o� I / 200 o S6�� \ / % �' // / �z 00
LEE PRESERVE
\ "/
°4"/ ,� 4, 3 v�� 48,575 SF
O \ I
20,000 SF / / ,`�� / (1.12 AC) \ I
(0.46 AC) X CO
R3 A(/11
° ^ 0`� \
f 76 � /o �?/ / 0 00. F � / O Ao �� " 54.00
� '�O / / I � � � S19°49'43"E
1 EIP ��� Q2� ^/ �h
/ ,
20,000 SF
(0.48 AC) / ��i / 0 v so 111_ I
9
29ss\ . z DETAILED
^/ 8S
KILL OUT 10'X70' SIGHT \ 4VQ,� / / ♦\L' '1' � y SITE PLAN
ERe EX. TRIANGLE (TYP) \ �d'
o �Q CA 2
1EIP R30' ' O / o Y, �/ cI1
\ 21,718 SIF /o� `V `V `1 311,111 SIF ■
\ o v 10 (7.14 AC) m
(0.50 AC) / ^ / ^/ I '
2 000
44
1-1109
\ J h 3o cn
2
1.5' PS r�o 9s6'�V \ rr
(TYP) �4' 72. K610 72\` / / 10 ■
�Z 9 �9' �, / / / ■
G6 �`09° SURFACE WATER ■ ■ N CLIENT
oe 1,476 SF ■ N
� R30 �' S36°49'41°E
/ J�ZoGN EASEMENT �� 00 R30'�p �� 21.19' S01°45'08"yy TRIANGLE LAND
/ 72' �� ��w, ��1Vau ���0 ��__� S17'32'16"E 100.00' ���� 21.19'
��� �J/ 'jcs�`` 3A — — MAIL KIOSK AREA 7 — — S17'32'16"E 559.99' PARTNERS, LLC
S74
CA 1 �° �_ T I - HARRIETTE COURT ) 2 031TIE
�OS1 / �p^O� 30,361 SF \ 20' 100' 20' 50' R/W (PUBLIC & UTILITY ACCESS)
(0.70 AC) .30 I �. C67 �r
INV `2 �1r --— __ S17'32'16"E 629.28' TOTAL
i Cp �o I r —80.00' — . . — . 80 _ . . — . . _ . . 8
I V .00' 0.00'
80.00' _
10' DRAINAGE & 10' UTILITY EASEMENT PO BOX 5548
6.10 I
ERB' /7 30' " ANY EXISTING IMPERVIOUS UTILITY EASEMENT _ _ _ — — Cary, North Carolina 27512
S17 32'16E 300.00' AREA ON PATH IN CA 1 I � F- — — - Phone: [phone]
SHALL BE REMOVED
J� °Ns / O� , 01 I I I I I I I I I I PROJECT INFORMATION
o
CO
co
I�
w 5/8„ I 10 DESIGNED BY: BRETT
`n ��GR/ Nq0 3 �® 73 N r1 72 o n o 70 n 00 00
a F- N
o / Oo � O O O Oo
3 DRAWN BY: BRETT
0 69 i^ -
N ; o ^ ^ I 21,032 SF I N NI 2o,sss sF N NI 2o,sss sF I N NI SIFI^ NI 2o,sss sF ^ CHECKED BY: SCOTT
8 (20�1) \ i O : 22,025 SF I N N N c0 71 . 68
N J934.60' 50' MILLING z N (0.51 AC) cn V) 2o,8ss C) ( ) N N N :v (0.48 AC) N (0.48 AC) N (0.48 AC) N
(0.48 AC) N (0.48 AC
L=222.50' o C) LIMITS O `� r, I PROJECT NUMBER: 2006
CHORD 1 1 N�
N83°44'27$$W 5/a" v - i
ERB 222.38' I I
DRAWING SCALE
CD z I I I I I I I I I I
—'— \\ HOUSE I 1 HORIZONTAL: 1"=60'
/ ®® ®
0 5/8„ L - — — � - - - J L - - - J L J L — — J L — — J
,—
/ /
N
ERB '
_ 32.06' \ 402.33' so.00' so.00' so.00' so.00' so.00' so.00' DATE RELEASED
�— N17'32'16"W 3703.43' TOTAL GRAPHIC SCALE
B �, / PP N/F 60 0 30 60 120 240
APRIL 25, 2024
SENTER FAMILY REAL ESTATE LLC
MARGARET S. PITTMAN & ECM / / STEPHENS PLACE OF SHEET NUMBER
DB 1876, PG 256
/ 1/2" JOAN PITTMAN JOYNER
ERB DB 796, PG 812 / ( IN FEET )
/ PB 2000, PG 712
o / / / 1 inch = 60 ft.
/
N
N
-201
a
J / /
N /
F