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Z 494550001072 DB t1372, PG 835
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-- -SETBACK LINE - S02°14'43"E 799.06' W W W W 1/2" W W W W W 3 //�/
ss SANITARY SEWER LINE 5/8" LNo W •Y SRB WJ W W
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LIDE 2-51, MAP 001 LEIA DAWNE BRUNNER zo / o SHELF 196.08 ♦W W W8, p
I DB 300 PG 905 Q J �61 220.15 INV IN 194.60 o ERB 1W? W EIP 73 6°76'25"W N/F
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N a — 217 N20 216 ° 218.56 5 8» S 24 pVC —�$SMH #10332 WWW '�� 1 /2" DB 333, PG 1
I / ^ n / 24" pV0 �g6 (/� - RIM 184.84 W EIP S52'01'48"W I
L1J/F ERB �O S2+ INV IN 176.14 W ^g5 62.98'
I / RAEF�RD DEVELOP 215.T COMPANY o W 1" —
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„` P r. f '� 4•-W W W 178 W W W W
I � DB 1347, PG 478 'S 2°� oo � � _ � _ 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
i PC 3, SLIDE 3-47, MAP 007 0D' N/F SSMH #10337 W W W W W G Y W W W W W o0 oUNLESS OTHERWISE NOTED.
'�'' W W W W W =_ W C �W W W W W W V 1/2"
50' BRIDAL PATH EASEMENT "' 0� O�a, JAMES G. WOOD &WIFE, RIM 191.96 W W W W L' W 1 '� W W r S52'04'53"W EIP 2. COMBINED SCALE FACTOR: 0.99988218
�� g`'�' Ln MARGARET B. WOOD SHELF 181.63 24.48' W M LOCALIZATION POINT N: 454,992.231 E: 1,955,744.140
7, 3/g ° PC 2, SLIDE 2-51, MAP 001 �a W W W ,Y-_ Y i W W CWO W 179
7.05' DB 202, PG 12 INV IN 180.16 , �- 180 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEI
EIR 3/$" / "� Il 1 � INV OUT 180.08 W W W W W W W W � o Y _ �
369.37' ` EIR N01'33'04"E 422.03'- 210 24" Pvc / \�\^^^������11 I ,� , .r W W W `W 'W W W W W W 185 VIRTUAL REFERENCE SYSTEM.
S01°32'54"W 756.42' QQ o S N01'46'41"E�U1 �` \\, W W W W W W W W W W W W W �o I 3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
p ` O �W WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
I p 1/2 141.98 NO3°05'49"E 676.87' W W W �' `' SURVEY VIRTUAL REFERENCE SYSTEM.
SSMH '205 s EIP ��b°° �s I 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
RIM 2iv.ii SSMH #9730 1 ,W W W W W W ERB
I W SHELF 0 52 RIM 20 .755 W W W W ti° W = INFORMATION REFERENCED ON THE FACE OF THIS MAP.
INV IN2005.21 SHELF 196.37 ` •Y •Y W •Y � COUNTY OF HOKE NO2'57't7"E 672.56' o°'o
o ♦ 1/2" 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
co 22 IN
OUT 195.14 INV IN 1194.9 N F 1 1 W •� 30' UTILITY EASEMENT Z
<v �, W INV OUT 194.90 � / EIP THIS SURVEY.
1„ JAMES G. WOOD & WIFE, W DB 885, PG 710 �'o o 6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
197 \11�11111 MARGARET B. WOOD PC 3, SLIDE 3-99, MAP 001 AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
COUNTY OF HOKE DB 214, PG 540 OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
\\ 30' UTILITY EASEMENT ��� \ AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
Leo N 4 DB 885, PG 710 \ I J THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
/ �v a ti " PC 3, SLIDE 3-99, MAP 003 EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
\ ` ` 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
J I
OLMAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
JAMES WOOD & WIFE, I LUMBEE QUALITY BUILDERS INCORPORATED DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
\ / U MARGARET B. WOOD DB 1228, PG 714 SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CA\ DB 112, PG 114 I CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
SSMH #9986 "1 N/F DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
\\ / RIM 205.43 JAMES G. WOOD, JR. 8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO
SHELF 197.31 1i' cr DB 200, PG 25 MAP# 3710945500J OF THE FLOOD INSURANCE RATE, DATED
i INV IN 195.90 W
/ 0 0 o INV OUT II19I5I.184I N I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN ��\\'ICAR/7�/ 9. THE WETLANDS DELINEATION WAS PROVIDED BY:
\ w ? / �lI\1\�\\�\ EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE ����Q�N•""'••��//�/i SOIL & ENVIRONMENTAL CONSULTANTS, PA
PHASE 1 rya N N \ 2'W 1g3 65' 1 2„ EXISTING EASEMENTS AND DOES NOT CREATE A NEW =O,.•�FESS /Or/,�•;�� 8412 FALLS OF THE NEUSE ROAD -SUITE 104
/ \ \ COUNTY OF HOKE ` \ N125A, ERB STREET OR CHANGE AN EXISTING STREET. Q� AL `9<�• RALEIGH, NORTH CAROLINA 27615
/ Jul UTILITY EASEMENT 11 1/2' y 457 FAXO:: 919 -8464946700
o DB 885, PG 710 ✓�-- r DATED MARCH 26, 2020
PC 3, SLIDE 3-99, MAP 001 ERB N84°42'44"W
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SSMH #9990 l 1/2>, 50.09' PROFESSIONAL LAND SURVEYOR - L-4571 �i��'�'• SURv.: Jl�,`���
L R RIM 207.14 ERB gyp= I'',9� ......•<` `��
� 5`L y05 SHELF 197.77 � �r1 ''RIIIIS\G``V``�
INV IN 196.32
200.V OUT 196.29 N44°16'53"W bL4411s•2.2.
e`Ic 130.37' o I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
q� BOOK -----, PAGE ----- OR OTHER REFERENCE
ERB 3/8" 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
S N/F ��� ERB INFORMATION IN BOOK -----, PAGE ----- OR OTHER UNDER MY SUPERVISION. THIS GPS SURVEY WAS
�o RAEFORD DEVELOPMENT COMPANY /�� N37'13'44"W 3/8 / REFERENCE SOURCE -----------------; THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
ti SSMH #10161 ^ TRACT 1 OF \ 25.52' ERB/ RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
RIM 209.22 DB 1347, PG 478 �� 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT GRAPHIC SCALE
+°e / SHELF 198.29 i 1 OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
INV IN 196.78 1/2„ ���^�1 i EIP NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON MARCH 9, 2020 USING TWO CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND 00 o so 100 200
INV OUT 196.75 % EIR �,3AND SEAL THIS S DAY OF APP-IL, 2022. TRIMBLE 5700 RECEIVERS. SEAL THIS S DAY OF APP-IL, A.D., 2022.
N/F o
�9 \ PC 4, SLIDE 4-108, MAP 006 /� '� . ( IN FEET )
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�g PROF SSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROF SSIONAL LAND SURVEYOR - L-4571 1 inch = 100 ft.
W _ W 1/2"
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400
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax 1910-426-5777 license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
WOOD LAKE II
PHASE II
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
RAEFORD
DEVELOPMENT
COMPANY, LLC
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: (910) 638-6102
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1632
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE SURVEYED
MARCH 9, 2020
SHEET NUMBER
C-1
no