SW6220703_Plansheet - Existing Conditions_Survey_20220810

\ \ I\ EXISTING
PINE STUMP
\ WITH NAIL
1 /2" SRB
315
N/F °
ALAN EDWARD TYNDALL
DB 3801, PG 981 318
327
TOTAL AREA: (BY COORDINATE COMPUTATION) SOURCE OF TITLE
5,051,352 SF (115.96 AC) DB 3889, PG 243
DB 3955, PG 716
HARNETT COUNTY
PIN: 9567-22-1421.000 REGISTER OF DEEDS
N/F 9567-11-9495.000
MILLS FAMILY PROPERTIES, LLC 9567-11-6329.000
DB 3496, PG 751
ZONING RA-20R
0 302 �\ ) i 35' FRONT
Cl)S82'04'S7" ��1/ 20' CORNER SIDE
•`� �05 E '010.43' 10' SIDE
•°� o^ 25' REAR
M o°� ^ Zg5 _ ��0 • m • •1
• cli
33 ' N
h C) o, • mo
NORTH LEGEND:
w0 M M I'v
335 �Os • �° 310 EIP 0EIP-EXISTING IRON PIPE
/ / w +•� . 2� EIR
VICINITY MAP • C ` 0n ERBOo EIR-EXISTING IRON ROD
O� M N 1` OERB-EXISTING REBAR
\� 312 30a +v` sRe0 SRB-SET REBAR
NOT TO SCALE ✓��' `` M M 373 /• -,�,�- N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
M cp -
.�ik M N "' •,I 50 315 , _ < RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
�5^ ! ADJACENT PROPERTY LINE
0
��♦� �� wo r.` `i. moo - N/F -- RIGHT-OF-WAY
` WILLIAMS C. SMITH & WIFE,
32s 3p9 0 �98,-` 7•♦• �•r 287 OVERHEAD UTILITY
ELIZABETH B. SMITH WETLANDS
o^h 4`•`• J DB 735, PG 838
o / 29s•��`• PERMANENT EASEMENT
CENTERLINE STREAM
32s` w `iro 310 a cos ,:� ,� O I+ ����•• TREE LINE
•t °' t w ° ao 270 MAJOR CONTOUR
278 MINOR CONTOUR
03355 M 0 © 2g5 X 301.25' SPOT ELEVATION
37)
335 ' w, r,` •+/ � o 32 �• 280 BENCHMARK
MAILBOX
m TRANSFORMER
` -335 ` 5 A M I • \ PP • UTILITY POLE
C• GUY WIRE
N 572,380.020 3sr `�o ``_`� � �r� •
^h�� -r+ \ ❑T TELEPHONE PEDESTAL
E 1,960,394.139 wv
1/2"
NC GRID 83 Ell
20115 \• ` I \ \ N WATER VALVE
FIRE HYDRANT
^� w
N00°10'26"E 343 °yo 357 UD�� °ti° `� N `� ��5 / ❑❑ WATER METER
132.41 ' Cl)I Y
1/2„ 1/2" ®
,�0
ERB O EIP 5 , ° ° •�•+'�. � CATCH BASIN
3 35 N •••�• SHRUB
`s°' S80'31'51"W`LL. 350 1 -•� �' ,n I • i 90 ASPHALT
WETLANDS
1 /2", � N/F I
1/2„ 16,, 11 / / 28gs ERg 355 N09'36'19"W/-36o^° o GALT LAND DEVELOPMENT, LLC
ERB — /�� 3' 61.87' "' TRACT 2 OF 3
h w h / DB 3889, PG 243 o_ I
1/2„ ERB NO/ )01/ W R=335.00' �`� wo �^ rn
1/2" ERB _� L=100.19'
1/2„ ERe � 13\� I � 12 Ra_ 145.89 +�+. �
IERB _-^ �e__�� r /N76'05'41"W� 30 3 I 15 � I � 14,, I �- N05°06'06"E 5 s"/99.82' N 320 305 15 N �
\_�� N6T31'1111WCV
�—
�
1399 (SPRING F C R/W ERB' N6�36 339
EIP
CAROLINA SEASONS ������ 33� �• 5/a `,
PHASE 2 SECTION 1 ERB ��/8' ERB• .317 - " 300
PB 2009, PG 96 (�
J
J�
"Os _
\ )
� 4j EIP 1
O ' CX�� �rL° • 310 \' O EIP
\ 32.
ERB CO `-i 338 ^° Z92 300'
NOTES: ` f-_S79'51'57"W)
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.-N70'22'20"W:
2. COMBINED SCALE FACTOR: 0.99987324
LOCALIZATION POINT IN: 570,310.618 E: 1,962,910.417 1" EIP v i 345 340 38 32S �--.
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY (PINCHED)`- D
VIRTUAL REFERENCE SYSTEM. sR6 ••` ` 14 I
3. THE HORIZONTAL AND VERTICAL CONTROL FOR HIS SURVEY N23'13'S3"E 1 i S6).
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM. 345 N/F F 1
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM ° ,, ° N0• GALT LAND DEVELOPMENT, LLC J/
INFORMATION REFERENCED ON THE FACE OF THIS MAP. 5/a" ERB 30 2220"w TRACT 1 OF 3
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY NSIDE —rNss. 6Sss9 DB 3889, PG 243
THIS SURVEY. 1" EIP 31• PB 2016, PG 193
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON. / 35�96• / %n
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD N/F
AFFECT HIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY E SOS
( (/ O GALT LAND DEVELOPMENT, LLC
og• /
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY ` T� / 2" TRACT 1 OF V. L
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS O EIP
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, kDB 3955, PG 720cn N56'02'48"W i%2" S53'04'49"W
EASEMENTS, CEMETERIES, AND FLOOD AREAS. 130.4W 1/2" sRe 104'0
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN HIS EIR ��
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. h / LEON UNDERW/OD III &WIFE, S46'57'16"W
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE '"� /100.43'
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR SAMANTHA UNDERWOOD SRB
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF DB 3855, PG 336 / o
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN PB 2020, PG 206
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. o
8. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE / / N58'54'48"W O
O
ACCORDING TO MAP# 3710956600J OF THE FLOOD INSURANCE 00 80.53'
RATE, DATED OCTOBER 3, 2006. o /
9. THE WETLANDS DELINEATION WAS PROVIDED BY:
SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOCIATES, INCPO 9321
o
FAYETOTEVILLE, NC 28311 C) O
PHONE: [phone] z �o
d 1 /2"
ERB / N/F
CAROLINA SEASONS PROPERTY
OWNERS ASSOCIATION, INC.
DB 947, PG 533
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT
CREATE A NEW STREET OR CHANGE AN EXISTING STREET. I, R. SEEVER, CERTIFY THAT HIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY ` .•••/.• � /�
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT 0.•'• F SS '•
O �
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE ♦ =,QQp %
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND AL '
------------ - --- ' ------=----------- SEAL THIS 27 DAY OF JULY, A.D., 2022.
PROFESSI NAL LAND SURVEYOR - L-4571 —
_ , i F • J
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN PROFESSI NAL LAND SURVEYOR - L-4571 iRiISE���`�
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SHOWN, SHOWN, PAGE HEREON OR OTHER REFERENCE
SOURCE -----------------); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
INFORMATION IN BOOK -----, PAGE ----- OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS
REFERENCE SOURCE -----------------; THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
RATIO 100 0+ PRECISIONA DHATOTHIS SMAPNAL MEETSCURACY IS VIRS THE REQUIREMENTS WEREFIOBDTAIIN DC TDURES HROUGH ERE A GRIDED. THE COORDINATES
TTO ROUND ADJUSTMENT GRAPHIC SCALE
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON NOVEMBER 13, 2020 USING 150 0 75 150 300
AND SEAL THIS 27 DAY OF JULY, 2022. TWO TRIMBLE 5700 RECEIVERS.
( IN FEET )
PROFESSI NAL LAND SURVEYOR - L-4571 PROFESSI NAL LAND SURVEYOR - L-4571 1 inch = 150 ft.
SURVEY CONTROL POINT LIST
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
570,146.083
1,962,438.235
362.50
4D DISK
2
569,927.781
1,961,988.394
367.33
4D DISK
3
570,310.618
1,962,910.417
354.26
4D DISK
N/F
I / I
WILLIAM ARNOLD JOHNSON & WIFE,
' M°h CAROLYN KAY JOHNSON
310 DB 816, PG 976
PB 1, PG 306 (6I
• � 3�5 325 / w I /
M
1 335 Z
s
N 571,140.312
?220" E 1,963,081.011 I /
��w �20 S73°14'08"W 2" EIP NC GRID NAD 83
�,5?'•. `, ` 100.00' p 1 IN0 /SIDE 35 1 2" (2011)
1" EIP U I /
EIP � � I
EIP
34
0 �S�
s
N68 345 16 1
¢
�� 11 2
�r� 3SS ) 0S„w S2 �� N/F
1`' N/F 1` •92' 1/2 337 JEAN M. WILLS I
N GALT LAND DEVELOPMENT, LLC EIP wwo
+ TRACT 2 OF O DB 1698, PG 900
`•`-`•`•`�• i /v! 019 PB 1, PG 306
N08°29'11"W- L1/2•• DB 3955, PG 720 1/2„ mil �� I
N F 100.00' SRB I EIP1Sjss N6o•2 �f
WILLIAM COLEMAN OVERTONE // a � _ls'�y Q
TRACT 2 OF 3 ✓� M Ic' �Qv �o ���- EIP 340
DB 3561, PG 73 /' 1/2" O `o \ C-4
TRACT 2 OF SRB 1 2'✓^� ^� _-^, --1 I0 346 345
DB 906, PG 850 MGM �q>J �C-53
, < 31•Sg� ��-�
PC #E, SLIDE 2-B Q M EP-� � 1
a°o• �°� ^��O \ O sRe �� N F
- �' 1EIP �o�o `^^' (C-6 \ `48 1 i 3 j I SAMMY D THOMAS
o �o �� 2" EIP 2 6, Nl9 /
)
F DB 3366, PG 626
GALT LAND DEVELOPMENT, LLC �S
w (PINCHED�0'. O. �J / N/F 1/2" PB 1, PG 306
TRACT 1 OF 3 - EIP l
CAROLINA SEASONS \� 2a ��-,��o DB 3889, PG 243
SECTION ONE �� o. �'• 45 % PB 2016, PG 193
1 /2 C-7 , C-2 s, 3 /
SRB o PC #E, SLIDE 85-C
N53°39'01"W� 3h o S38'46'13"W
75.00' C5 1 /2' 1 /2"
R=1023.35'�/ 32 33.08'
24.96' / 1/2" 6 L=155.34' 330 325 S67'56'51"E
EIP �_ CHORD 88.70'
A-3 A-��- N68'10'45'E
__r --.ter, O 336 R=1023.35'
600 �`� �� ^� I \ A-1 y ° 155.19' L=484.42'
C0 A-4 , cS�, P 3�`' CHORD
- TBM \ �- 33q S77°55'08"W
N4D DISK 570,3 0618 N63'49'51"E 479.91'
EIP # E 1,962,910.417 \ 5/8" 1„ 72.54'
v ELEV 354.26 ERB EIP- I i 1"
l�--�` \ NC GRID
NjD 83 -�_ _ EIP /
A-5 , NAVD 88 SR 1323 (PONDEROSA TRAIL) R=1023.35'
1DIP oE} _ _ 60' PUBLIC R/W I� •L=193.49'
PP� CHORD
S77'56'54"W
1" EIP 193.20'
WITH NAIL
AT BASE
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
BRETT
CHECKED BY:
JIMMY
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE SURVEYED
NOVEMBER 13, 2020
SHEET NUMBER
C-1
no