SW5240301_Plansheet - Existing Conditions/Survey_20240614

GENERAL ABBREVIATIONS
1
mw� Lines Surveyed SIGN General Sign NOTES 11 SLUR YEYOR IS NOTE.
--~-.-------.- Lines Not Surveyed INV Pipe Invert
EIS Existing Iron Stake FES Flared End Section
EIA Existing Iron Axle RCP Reinforced Concrete Pipe A previous owner of the subject property had concrete monuments set near the property comers
0 o IPF Iron Pipe Found CMP Corrugated Metal Pipe 1. Pmc-r-tK Infonnation in order to flag and protect theproperty irons. These monuments are not the actual corners of
IPS Iron Pipe Sat VCP Vitrified Clay Pipe the subject parcel, but only witnesses to the corners. Previous surveyors of adjoining properties
© CMF Concrete Monument Found CONCCancr sp Owner Name&Address:Barnes Land Corporation, 7840 Old Bailey Hwy. have mistakenly used these monuments as the property corners which has caused the overlap
CP Computed Point ASP Asphalt Spring Hope,NC 27882 and gaps on the eastern and western property lines of the subject parcel.
D&U Drainage and Utility EP Edge of Pavement �
DB Deed Book GRAV Gravel Zoning R-30CU
MB Map Book FC Face of Curb
PC Plat Cabinet BC Back of Curb 2. Legal References:Deed Book 1078,Page 395,Map Book 13,Page 302
PG Page Number TIC Top of Curb Articles ofMerger•Deed Book2170, Page 769 ----- ------
R/W Right of Way FL Flow Line �\` � �• � {- �
Rf2 Railroad TB Control Corner -------------------------------------------------- 3. Area computed by coordinate method.All distances are horizontal ground
tm WV Water Valve TBR To Be Removed __ __ __
__ ----------------------------------------- W
OD WM Water Meter FiGD Horizontal Ground Distance ---- -- -- distances, in US survey feet, unless noted otherwise. All bearings are based
FH Fire hydrant BM Bench Mark -- the te North Carolina State Plane Coordinate System.
PIV Post Indicate Valve T8 Thrust Block
BFP Back Flow Preventer FDC Fire Department Connection 4. No NCGS monument is within 2000 feet ofsurveyed property.
PVC Polyvinyl Chloride DIP Ductile Iron Pipe ` O
SSMHSanitary Sewer Manhole LPG Light Pole 5. All Right of-Ways are Public, unless noted otherwise-
C)
SDMH Storm Drain Manhole > o SL Street Light 6The property shown hereon contains no Special Flood Hazard Areas(SFIAs�
CO Clean Out FFE Finish Floor Elevation
PP Power Pole MBL Min. Building Line(setback) subject to inundation by the I%Annual Chance Flood(i.e. 100-Yr. Event)
w/guy anchor o GV Gas Valve q
FEMA FIRM perMap Panel No. 3720276400J, effective date 1110312004
EX. Existing PROP. Proposed \`
PERM. Permanent TYP. Typical (NA VD 1988). All flood information shown on this map was taken from `.
APPROX. Approximate P.U.E. Public Utility Easement �\\
Grade Break FG Finished Grade
FEMA FIRM maps. Surveyor assumes absolutely no responsibility for their
FS Finished Surface NG Natural Grade accuracy.
FC Finished Concrete BW Back of Walk Contact Water Resources in NCDEQ for exact location ofall
buffers and flood related items.
❑® CB Catch Basin T.G. Top of Grate \-------_--
MSL Mean Sea Level wetlands Flag 7. Surveyor did not visibly see any cemeteries in any open areas unless noted --+---------
A a
1 � J
E / otherwise. However, the surveyor does notguatantee the presence/absence of
' I cemeteries/ ave ands. �•
1 � � y
OI �� :�� k SHAFFERst,a �_ S. Joyner Keeny,PLLC, can only locate utilities that are aboveground at the
l s LLob. c
c; ��
---------- ------ - --� I "� 2� 'SF',C._R TAMP" -RZUST \
5 F 43 R� � 1/2" fPF
� �,� �; �� �_ time of serve Underground lines Shawn hereon area approximate or as
N /� y 13P PINCHED
t. I0"
I reported by various responsible parties. Location of Underground Utilities are UNDER ROOT
APPROXIMATE and must be field verified Call N.C. One Call Center
<sav�ra � I
N C9-A �-
�'`� ��`� 1 ! �'� gig y guarantee that an PINCH F
y r �
\„.��,: I �O�� before di at 1.800.632.4949 Surveyor does NO 1"AG
I I
underground structures such as utilities, tanks and pipes are located hereon.
m "iva
9. The Contractor/Owner shall be responsible for verifying all minimum building
w
'setback requirements with the Building Inspections Department prior to
LIMITS OF
FIELD SURVEY costuetan.w z f—TI
mm
oo� I m
o
I
OC-0PKS
-----_____� — — —— — —— — — — — — ——— — - - - - - - _ _— _ _ _ _ — _ - _ - _ __
- — - - - _ - -
—i IPF
BBB
s�ro a t 1 n� AVCHED
rA rn-, 1 I, 2' $G
mt°a 0z ' w .
_ !
o DArC
53 I o
o Q I 1211512023
..Z
- ------_--i -to CD SCALE
1"= 100'
I DRAWN
BY
1
SDE
1 30'PECAN
1
T24• PECAN JOB NUMBER
------------------------i 230576A
6p . DRAWING FILE
E 4 02 EXISTING.dwg
26" PECAN
JOrla € INF I
(-C?7�1'i OL P Y4 i I ' - _ - - -
�;E�A.�,�cAP �-�` 1 LAYt3U7"TAB
NC GRID. fldA Sa�I13 =_-_� F, li PS
�y � EXISTING coNflrrro►vs
k=.2274,G34,7i` P1rS I; .. - - MMICY L RAILEY
�L Y.=22�S.fi?' 1 j rS 3Z f G 547
cn:- '' �.ti t nt I 1 k - :" - - PIN 2�s4-Ek+'3=s9- 6
cv
1 � m
I f r
I
v
-----__ ----
1 IPS m
INV.=225.38' P S �:
O
_---- ---------- -
n
15" RCP 1 PS
/ ' } t. FOC MARKER 2 ` A" 14F \
,� j
1 'S FO HH t8-$GGG��� 5" $G
8G p 2' !RF 8SB
PKNF {; INV.= 4. BRDKE� ! ♦, `
g 1 2' RF
t I" !SF SHOT CENFEf�G �Q 15" 1/2" IRF �4 gG �
p2� SG _ 'r INV.=226.30' 3" BG "F -
`� / s RCP
G�z) iiLlliii (�1 Sfl2'29'47"W 121.78' /5• $G 4'x4'
p
' ! IAF TO CIVIF o'JFuJ \ CONC MO
_ lzoCE� `,'` � � 1/2"IPF \ — . __ - - -- _. .. .. __... — __.... - - - -- - - -- - - - — — 13v�"k1€} UNDER WATER
HEDGEROW 502 a7.39 12" UND
} FLUSH 1" 1AF \
s4 — I
l � _ _ _ _ _ _Co ) �• 1 20" $G \ — — X31JS'— _ — — — - _ ��� n 67!AF 6 AG
-�s�3Sr4n1!?}�., v,3 5?�f?^4PF' ' Kr_'Fd:�
( BS8 V C;3c??LSFd r } r
y
RCP `� t�-. � �..�,� t ,f 5.�9.b'.'
INV.=224.28' � �` 1� 7� \ P�3 2,", P` 6w* 1NV.=226.30' �� f� r3� 2555 PC 4� i \� ;.,�� ! — ""` '." — -�•- -� —,, w �\
.,y1 \\ �`!-q,.�237�s-CJF2-a725 Il B 20 PG l z9?,,�,3 PG 7C7 .��= ,:r�ihE+dE 7, PE;Y�' tY f \
PKNF �� _ P3,� 2775-- 42---5a55 I PS 26 ?_^- 63 h: sr;�EY 'IV. PFRRY 1 A
-h. 5�i5tEi. �,,;4iP:?;.'} Ch \ E Pi'N§2774-0bG 2---5950 I ( 1/2"IRF �,
" 1 ,ZRQ'v;e� MAP , Q a v �` f I u a �u s� I FLUSH fe y a�. �� r�i n "e.. v
�/ /f_
1 PE 3�F�G 25,3 3 -Dr r-----------.--------- --- `` 1NV.=221.f4' !. I`�k �' ! t�"n 2B5L Fa 3 2
11 1/2" !PF tl ��awl ver \ -7r 94_ r5 ,0
1y 5 $G 11 �a 1 r`-„dig' �:F7--�7.�s755?�S ---- ---- Ip _-_-._ ll l r' 774 �...,z8.2_ \�
^:� 1SR A. ���^f
- 15' RCP - -----T--
' "" N1,12 rr,a n �+
T`- ------------------------- ---- I
15
i 28' OAK u x 1 INV.-225.56' INV.- 1 INV.=2 % RCP I i -----------------
1 \ \ 15' RCP I• -------------- 1
1 J \ I i!=228.13' c a n I
i z i I n M c 7 INV.=220.89'
7-1
M 1 INV.�220.1 1 I
`f \j� \ P.`� ` ?3—C�4i— 77 ___—__-- ��-- f �. "` ____—__—..:._---- __—_ f li I 3 �1 I
a ��� IJas
I - I f
` -I 1
-- --- ---- = -------------- I I __ _
DR 235, YGLAN 7n7 I ------------------------ Jo nerKeen
INV.=220.30' ) ' Pi;
I
Flannin su—in &En" e.ring
Ln A I I I I g, v e g� e
I I Ln r 1 I /
7,f I C I I
-------------
_ 1059 N. Winstead Avenue P.O.Box 753
_— / Rocky Mount,North Carolina 27804
I 1 ----------�------------------ _—___ North Carolina Firm Na.P 11559
1 V.'252-977.3124
F.252.985,6026
v
FINAL DRAWING
Q
FOR AGENCY REVIEW
\\�111l11II1117j
INFORMATION SHOWN ON THIS SHEET \���� ���0��/ice'
TAKENFROM SEPARATE SURV�"YBY
JOYNER KEEN ;PLLC S -
z 0 4 c�
' , IN
200 0 100 200 %,,1,9
`' °IIIlrulslti►�wv
SCOT
SCALE, I"- 100FEET a�pa�l"ZoZ`
NOT FOR CONSTRUCTION
c�
C 1)2