SW6211002_Plansheet C-1.0 - Existing Conditions/Survey_20220810

65
�1-
WS 17
PHILLIPI p _ SR 1406 INV
CHURCH Rp Wa 172.45
SR 1422 NORTH R�CK6ps RWO PUBLIC) 2A!' RCP
INV o ��
173.71
VICINITY MAP
NOT TO SCALE 77 �r� 80
so CALIBER1 �
LEGEND: BARREL
EC'Z ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EIR 0 EIR-EXISTING IRON ROD 1 z
EPKO EPK-EXISTING PK NAIL I
ERGO ERB-EXISTING REBAR
sR6C) SRB-SET REBAR
c COMPUTED POINT
N/F - NOW OR FORMERLY \ o N
R/W - RIGHT OF WAY 1 r
0
PROPERTY LINE 1 Q t°
— OPL — — —OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY 1
1 >
SETBACK LINE P
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE
LO
OVERHEAD UTILITY N/F
----------EDGE OF WATER WILBERT JULIAN BAREFOOT
- - WETLANDS DB 329, PG 502
PERMANENT EASEMENT
X FENCE LINE
WOODEN FENCE
— Toe— Toe— TOP OF BANK
TREE LINE .50 CALIBER
220 MAJOR CONTOUR BARREL11
EXISTING
217 MINOR CONTOUR AXLE
x 196.70' SPOT ELEVATION
BENCHMARK 1 780
PP• UTILITY POLE
C GUY WIRE
wv
D4 WATER VALVE
xFIRE HYDRANT
S SANITARY SEWER MANHOLE
GRAVEL
ASPHALT
0 WATER
WETLANDS
AREA (BY COORDINATE COMPUTATION)
648,453 SF (14.89 AC)
PIN NO: 494550001048
2"
EIP
ZONING: R-8 �Q
30' FRONT
10' SIDE
25' REAR 1
SOURCE OF TITLE
DB 1279, PG 433 R=510.00'
HOKE COUNTY / L=440.65'
REGISTER OF DEEDS / CHORD-
/ N14°56'13"E�
427.07'
NOTES: /
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES /
UNLESS OTHERWISE NOTED. N/F
2. COMBINED SCALE FACTOR: 0.99988283 JOHN W. MORRIS & WIFE,
LOCALIZATION POINT N: 451,972.415 E: 1,960,589.521 JUDITH AKIN MORRIS
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY DB 224, PG 673
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY ko
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM. /
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM /
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH /
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY /
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 /
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE /
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR // O
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY. // EIP
8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE' ti
ACCORDING TO MAP# 3710945500J OF THE FLOOD INSURANCE
RATE, DATED OCTOBER 17, 2006.
\ _ \ I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
\ _ - PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT EXISTING EASEMENTS AND DOES NOT CREATE A NEW
_ - MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE STREET OR CHANGE AN EXISTING STREET.
4D NAIL
TBM #8 \ �- '00"E 80.90<° E — - CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
N 451,932.346 PP N82•42SEAL THIS s DAY OF ApIZIL, A.D., 2022.
E 1,957,749.589 E 100•03 0
ELEV 174.70 \ 1 /2, _ / — // jJ82.3304' o
( _NC GRID NAD 83 ERB I I 10p.05,, _ _ - •_ P OFESSIONAL LAND SURVEYOR - L-4571
NAVD 88 N80• 17A 1 /2' /�
3T /_-/> -
------- — --- --------------------
- ERB ERB P OFESSIONAL LAND SURVEYOR - L-4571
IN _ 14/ 14/ 14. 1 24 DI
166.70� _�- 0AW N -s24-s24-S24000
0S s 2� > I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
5
6'a, N80'��'p4 E 252 MH EXIST 11880 112 sza sza I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
�66': 0+24.81 0.43 R 124 SSMH #11076 `1 .P SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
RIM 173.26 - - �O� s — RIM 172.89 y °'- `1' 14, UNDER MY SUPERVISION. THIS GPS SURVEY WAS BOOK _____, PAGE _____ OR OTHER REFERENCE
INV SSMH #11075 LOCKED AND
INV IN 169.19 (MH 1) sea ♦ m
—' � . PERFORMED TO C-2II FGCC SPECIFICATIONS RTK GPS WITH SOURCE _________________); THAT THE BOUNDARIES
sza UNABLE TO ACCESS o COUNTY OF HOKE VRS FIELD PROCEDURES WERE USED. THE COORDINATES NOT SURVEYED ARE INDICATED AS DRAWN FROM
5 INV 165.49_ s RIM 172.81 0
LOCKED AND 172 30' UTILITY EASEMENT WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT INFORMATION IN BOOK _____, PAGE _____ OR OTHER
—166.71 `1 `1 % � , DB 863, PG 686 USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS REFERENCE SOURCE _________________• THAT THE
�` BLE TO ACCESS ♦ o PC 3, SLIDE 3-90, MAP 008 SURVEY WAS PERFORMED ON NOVEMBER 5, 2020 USING RATIO OF PRECISION OR POSITIONAL ACCURACY IS
SSMH #11880 ♦ �`I `1 TWO TRIMBLE 5700 RECEIVERS. 1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS
RIM 173.26 ♦ — r
T° INV IN 169.19 � oe, � � ♦`1' 11' OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
° INV OUT 169.13 COUNTY OF HOKE 11, ^ `� \ NORTH NA (21 NCAC 56. 1600). WITNESS MY HAND
jogs' 30' UTILITY EASEMENT AND SEALAL THIS 5 DAY OF APIZIL 2022.
DB 887, PG 419 r 11. ♦♦y------- - --- ' -- ----=----------------
° °�� Togs j0B PC 3, SLIDE 3-99, MAP 006 ♦ 7j0 -oo P OFESSIONAL LAND SURVEYOR - L-4571
\ \ v1 ♦.—
Y °OgY Y 1 Y Y Y Y ��� �O • 9 PROFESSIONAL LAND SURVEYOR - L-4571
♦ ♦ °` jog ♦ J� °
7,>0 111, 111, 111, 11/ 111, \ A jog \ L 7)O 06. `o 7)S Y Y Y Y V Y Y\ T�{g °e To3= To .v v ♦ `� 0
76, ♦ L
7,90 w .1 11, 11, 11, 11 � . w .1 � • � ♦ ��
1Y 1Y 1Y 1Y 1Y 1Y \ \ 1Y 1Y 1Y � $� ♦ m A" �/ � � �
o ♦ ♦ 0 1 NACCESSIBLE AREA
�m DUE TO FLOODING
0
\� Z g0,4
1L 1L \� 1L 1L � ♦� 1L 1L ,sq � � � � �
°0 L L ■ �0
o r
♦ o Toe-� • ` � ov .1� �L �L
.v 1v t� � \ .v .v ♦ � .v w
��o �° ♦ ♦V � °°
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Y y Y I,, m0-'1" 111, ♦ L `� .1/ .1/ .1/
0
o rn
Y(o ,0& .v .v .� ` .v /.v (CA2; `l' C, E so
o / N/F
`k `I' `11 T �' — I m I I LONGWOOD CROSSING
T ,I` \4/ OWNERS ASSOCIATIONk `
♦ o� °� eol DB 1250, PG 874
111, ��R°y W 1 �� PB 4117, PG 1
roe �
^h ♦.v .v .v o� .v �w r°e
oQ TOE m
e
♦ Y Y Y LTOe/111, 111, 111, 111, 111, 111, 111, .1' ' 11, �L 00
TOo 0
\ L L L L'o' L L L L L L L L z
1Y 1Y 1Y 1Y 1y 1160� TO 1Y e TOg�
B Toe o roe �U; C)TO
\ ♦ z
`♦ Y Y Y y Y Y Y ~ Y .l5°° io.
ROCKFISH PROPERTY, LLP °
DB 1279, PG 433 ♦ rn
>� 1L 1L 1L 1L 1L 1L 1L 1L 1L 1L 1L 1L � 1L I 1L .�.
44
♦ ,� �► ♦ 1L 1L 1L 1L 1L 1L 1L 1L 1L 1L 1L .ICI .1�
o�1
♦1L � 1L 1L 1L 1L 1L 1L 1L 1L � 1L 1L \1L 1L � � � �
1Y Y Y Y Y Y Y Y Y `.l .l °°' .l
T
♦ \LTI
Y Y Y y Y Y Y Y Y 1 o
♦ 14/
L 0% 11, 11, 11, 11, 11, 11, L L I L 01 Y INACCESSIBLE AREA
m DUE TO FLOODING S2q
�.t♦ .1 .1 .1 .1 .1 .1 .1 s.l- 11, \4/ \4/ \4/ \4/ \4/ S
RIMH1 #0 951
♦ ` Y� 1 1 1 1 1 ` 0 1 �, � � � �,\ v SHELF 167.37
oo
00 ♦ INV IN 165.56
168 \ �, �, �, 1 /2" �, ♦ `V OUT 165.77
♦ L L L L L L ERB
^^ V 1Y 1Y � W W W W W W\ W ♦
0
e
�N6 INACC SE SIBLE AREA
756. DUE TO FLOODING
% TO 8g•
\� I
0
1
EIP 793 0 / 169 D-170�
WI TH
1 ERB \ 3/4"
/ \ EIP
1 /2„ 1�3
EIP
N 80°10' 30"E
N/F FBF/� 14.82' TIE
GLORY GUTIERREZ I �� 60'RRy<gN 1-0
/ DB 477, PG 797 I w F R=470.40' 3/4"
L=366.47' N09°32'31 "W EIP
CHORD
N77°13'24"W 30.00'
I� � 357.28' 1 '
� \ I ERB S10°28'03"E���
30.05' TIE
5/8"
I �--_ -- ----- __�
N/F ERB
I DAVID T. MASON & WIFE, \
KELLY C. MASON
DB 1159, PG 844 \
0)
167
165
1001'R FLD _
170 / �6a v_vvvv- RICK J. LAVELLE & / GRAPHIC SCALE
/— 168DAVID THOMAS MASON
DB 1159, PG 844 0S 50 0 25 50 100
o°
1p0 Fro ( IN FEET )
I inch = 50 ft.
1001'R FLD
200
4Dsite
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
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REVISIONS
PROJECT NAME
B&B LOOP
SUBDIVISION
EXISTING
CONDITIONS
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
CLIFF
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1649
DRAWING SCALE
HORIZONTAL: 1 "=50
DATE SURVEYED
OCTOBER 26, 2020
SHEET NUMBER
C-1
■