NCC224161_Site Plan or Location Map_20221222

\ I LEGEND:
\ \ EIP 00 EIP—EXISTING IRON PIPE
EIR 00 EIR—EXISTING IRON ROD
SITE \ EXISTING ERBO ERB—EXISTING REBAR
PINE STUMP SIRE
\ I WITH NAIL ❑
1 /2" SIRE N/F
SRB—SET REBAR
BRET N/F N/F — NOW OR FORMERLY
ROAD MILLS FAMILY PROPERTIES, LLC R/W — RIGHT OF WAY
DB 3496, PG 751
Q RCP -REINFORCED CONCRETE PIPE
0 o PROPERTY LINE
0 o N N/F
z� ALAN EDWARD TYNDALL I`•` -- ADJACENT PROPERTY LINE
RIGHT-OF-WAY
JP o� d DB 3801, PG 981 OVERHEAD UTILITY
O 56 1 78 - -
WETLANDS
PONDEROSA TRAIL 52 f.'-� LEMON00 _ PERMANENT EASEMENT
00 00_
(SR1323) _ �\ 76 50',R/W TREE Cp�� \ �1 / / TREE LINE
1 I (PUBLIC &UTILITY ACCESS) - - •`/ \,E Soto,;" 270 MAJOR CONTOUR
O/ \ �, +• / O _ 5 i0 278 MINOR CONTOUR
NORTH W �`' . �-.-' �tEIP' N x 3o,.2sSPOT ELEVATION
/ �� l �' f 75 k 0 . . . � BENCHMARK
Q / .y. \ i '
1� > 1 / r MB MAILBOX
50 // 59 \, ,I 0 1 82 81 11 -'�� ®TRANSFORMER
VICINITY MAP / , 00 58 z O 80 .:,� �:-`�` `.`�` .-.-� :- PP. UTILITY POLE
NOT TO SCALE / Q +-+-' +- •' ; '- [ GUY WIRE
�C`.' o ❑T TELEPHONE PEDESTAL
�00
:.. _ a �. ` `. N WATER VALVE
60 \ •. .•` I � c— -+. ... ,+, ❑ ( FIRE HYDRANT
/ '. .' W 73 I ' .'."�'�' '.��..=./.'."�' z tixaWATER METER
O o
-- - •. .' .`.++ N F ® CATCH BASIN
/ SHRUB
J / 61 / ` `-` ,- 1 83 _ �� -�.+- WILLIAMS C. SMITH &WIFE, z
'.` I O `< `+` `�,��, `� ELIZABETH B. SMITH z 0 ASPHALT
1 • 47 / 1 , O �` ,- DB 735, PG 838
Oo ' I �.v , 0 WETLANDS
+ / CA8 72 \ 85 O 0 UNSUITABLE SOILS
CA
62 ... 1
01
1111 �
N 572,380.020 E 1,960,394.139 1/2O
"
NC G( 01NjD 83 EIP 43 (P(J e�/C �51 < �;• ✓; / �,- / \ /
42 Iv -
Arc �.`'+'.'✓
1/2"1/2„ 41 66 I•+ ` J� �\ 90i! /.
ERB O EIP O 39 �� 67 69 ''. =`�i �' \s° •o\ O .` '� -�.; �c)
/�
40 O \ ` 68 O + . . i Q�, ��i� \F,A� j� ,' /' o� l+' .�%'.'.".'/ /// I Ci2.6
1/2„ 16�i ERB \ ` C'J _ — o��i 33 ��i'�0�,\ /� ,P = CA7 ±`� o� /.'.' /
ERB 4� \
1ERe 38 36 . G 'A . %/ �� .. . / /,�+. C.2.3 i
1/2„ O i�F 91
r
1/2„ ERB —_ / \� O %) C! � %i O GO `1 ` �\ f�' '`' C
1/2„ ERB__ i—_� f 121/2„ / i� yi' / - /` `� �� 4`•`•` L/2.4
IERB/--� r� 14�� I � 13,< ` ERB
` 15�< I \` -/ ERe 37
I� R' ' ERB ERB /X�� _.ecXS� ' / +, / I C2.2
1R�NG FLOWERS 5/8° i �...... . cA5 .\ _ ... - `.r. . $� , - z �.---.'. '` ... SHEET KEY
1399 (SP C R�`N ERB .... ... ... ` / / `- - I 1„ C2.1
SR Pl�e�1 \ �'� . . . . . i��.�. .�.�.� % \ r -�z�� • . . •` �' �' �• _ EIP _
5 CAROLINA SEASONS 5/a `-)�' •ERe*.`'-`-'�/-�`+= r-J� `+` �`f/ \ \ ` _ `✓ /� `-` ``/ r`� `� _
PHASE 2 SECTION 1 I
ERB
PB 2009, PG 96
161:J
If 10
/4��_�
j'✓ ���+ .� oj�, / 1 h �•�� +•1 / ���� �� �+ +�+� EIP EIP
ERB \ < /.f !�•'+/W J� / 23 �'`+```+`� `� ❑ I _
z G95>
a �. CA4 .'/...' =O Jm.'.'. I
1" EIP I �` , �y' ♦ 94 O , r.•.• _
(PINCHED) 1/2 1 i' `�++� 1 f\ 14 < I
SRB _ / �o�--� ` �\/
O /I
SITE NOTES 99 N/F I /
WILLIAM ARNOLD JOHNSON & WIFE, I
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE / -, j°,-, / CAROLYPB 1, PG 306
8 76 KAY J 9
DB
HNSON
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO ' 5/8" ERB o 26 /' \ /-•- 93 / / 16, PG 76 /
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL INSIDE 29 ,•�•�• `- I
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO 1" EIP
�
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING ram•, `
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE. / ® 2" 1/2"
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS EIP SIREOTHERWISE NOTED.(,O,� 2 / 1/2"
4. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN 1/2" O SRB
19 . \
ACCORDANCE WITH STATE AND LOCAL LAWS AND EIR I `` 18 � N 571,140.312 �
REGULATIONS. / / NO E 1,963,081.0I
5. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER LEON UNDERWOOOOD III &WIFE, / 1/2„ �/2„ NC GRID NAD 83
HARNETT COUNTY AND STATE REGULATIONS. / SAMANTHA UNDERWOOD SRB INsI 17 1/2 (2ot1) '
DB 3855, PG 336 d t" EIP �� /
EIP
PB 2020, PG 206 / \ o •\ Gv�oG�r7
' O 1/2 v tj
/ \ SRBIf
6 R w RS/MM
/ 1/2" N F ❑ 1 O Q ��� 11 (A�e�/C T. 1 /2„ N/F
O ERB / / / O EI � REF\ JEAN M. WILLS
SITE DATA
OWNER
SHAUN GARDNER
MAILING ADRESS
206 SHORELINE DRIVE
CITY, STATE
RAEFORD, NORTH CAROLINA 28376
PIN NUMBER
9567-22-1421.000, 9567-11-9495.000,
9567-11-6329.000
TOTAL SITE AREA
5,051,352 SF (115.96 AC)
AREA TO BE DEVELOPED
5,051,352 SF (115.96 AC)
CURRENT ZONING
RA-20R/CONSERVATION
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
104
DISTURBED/DENUDED AREA
23.3 ACRES
OPEN SPACE REQUIRED
00.00 ACRES
OPEN SPACE PROVIDED
47.45 ACRES
SETBACKS REQUIRED:
RA-20R
FRONT
35 FT
CORNER SIDE
20 FT
SIDE
10 FT
REAR
25 FT
CAROLINA SEASONS PROPERTY \ , ho `T/4/T p`a EIP DB 1698, PG 900 I
OWNERS ASSOCIATION, INC. 8
Y PB 1, PG 306
DB 947, PG 533 i 1/2" ' 2"NF
ACCESS) I
I12
WILLIAM COLEMAN OVERTON / O \
TRACT 2 OF 3 \ f� 1 /2" 1
DB 3561, PG 73 1 13 �G4 EIP O EIP \
TRACT 2 OF R '
30' STREETSCAPE BUFFER C E, ID 8- :—\ 1/2 f/C-5 \ CA3
EIP / �__� ��—�
PC #E, SLIDE 2-B � C-3 � 4� I f 1 �
5' LARGE / \ I \ / 1/2"
MAX 30' 1 MATURING ` \ \ /
TREE +' 14 1/2„--. \ �' o SRB \ 103 SAMMY D. THOMAS
i EIP a C_6 2° EIP C3)
\ I DB 3366, PG 626
EVERGREEN HEDGE •/ (PINCHED) \ \ 1/2" PB 1, PG 306
\ ��� <� EIP
CAROLINA SEASONS �__\ \ 104 1/2"
1 /2" EIP \ C_7 SECTION ONE \ C-2 \ \ CA2 EIP
SRB o PC #E, SLIDE 85-C
1/2" 1/2� �O
EIP EIP
--� / 1EIP
GRAPHIC SCALE I If A-3;
150 0 75 150 300 600 f\ A-4 ; I f� A-1 % CA1
TBM /
1 I y 4D DISK 570,310.618 5/8'' p /
( IN FEET ) / /r EIP {,v�y E NELEV2354. 617 \ ERB' EIP
1 inch = 150 ft. 00' f.A-5 1 \ NC G ID01Nj D 83 � _ � EIP �
1/2" `�-�' NAVD 88 SR 1323 (PONDEROSA TRAIL)
EIP o _ 60' PUBLIC R/W
1" EIP
WITH NAIL
AT BASE
o4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
`��\►I I I I11//i�
CARO Z//
OFESS /� `9
i
�AL _
�••; SUR�;.� �.
iiN/R iISE\�\��
I b •Ib •11
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
OVERALL
SITE PLAN
CLIENT
GALT LAND
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
OCTOBER 10, 2022
SHEET NUMBER
C-200