SW5240801_Plansheet - Existing Conditions/Survey_20241104

I, BRADLEY D. PHILLIPS, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE SIR #15
COND. LA.=5D.D9
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95%4 , I ,
COND. LA.=57.55
PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS
CONQ. LA.=65.54 x
PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS 6L TED G. GUPTON ✓ , I COidD. LB.=50.56 SITE
AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS C STANDARD, AND THAT THE ORIGINAL DATA WAS PIN # 286015620792
COND LB-=57.54
OBTAINED ON SEPT. 01, 2023; THAT THE SURVEY WAS COMPLETED ON OCT. 10. 2023; THAT CONTOURS SHOWN AS D,6. 1528, PG. 335 COND LB =65 70 r
[BROKEN LINES] MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NORTH CAROLINA STATE OHGW. LA,=74.21 , N
PLANE 'NAD 83' 2011 AND ALL ELEVATIONS ARE BASED ON NAVQ 88. �>}}I I f7 OGHW. LB.=74.54 r NC GRID NORTH NAD 93 (2011)
5SRC) .. TOP POLE=75.10Ile
- _ o. a
RADLEY D. PH1L 5 �.a �� 9r .F - / I ��,u E, NASH ST.
PROFESSIONAL D SURVEYOR LICENSE NUMBER L-5088 - S AL NO2'00'59"W
1" IP�_� ~� _ 4 `� ~ - �' 1/2" IP tip
SURVEY AND ACCURACY
I, BRADLEY D. PHILLIPS, CERTIFY THAT THIS P-AT WAS DRAWN UNDER MY SUPERVISION JOCATION MAP — NOT TO SCALE
FROM AN ACTUAL SURVEY MADE UNDER MY SJPERVISION: (DEED DESCRIPTION RECORDED - ti
IN BOOK 893, PAGE 621); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY 1 / EXISTING 66KV
IOF \ ` I I / ' , ' 1.• IP DAVI5 • MARTIN • POWELL
INDICATED AS DRAWN FROM INFORMATION (AS SHOWN); THAT THE RATIO OF PRECISION (PER CP&L MAP L-A 299 � L ' f t ` �_ � ENGINEERS & SURVEYORS
AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH f LAND TO BE AQUIREb FROM G HOPH, , / 11 6415 OLD PLANK RD,HIGH POINT,NC 27265
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, C. BRANTLEY FOOR THE SPRING HOPE / 1 I f , , 1 �� [phone] 1 WWW.DMP-INC.COM 4 LICENSE:F-0245
115KV SUBSTATION, DATED JUL, 1972 , , , I r� s
� 1 1
AND SEAL THIS _ DAY OF _�� -----_...__-_, A.D. 2024. r� � � `� '1 ' � ��
J ` _ , (, '• �1 1 STIR #14 SWITCH I
- --------------mmA WELCOME SELF STORAGE 2, LLC - 1 1 ' I " 1 , 1, COND. LA.=46.84
AD D. PH PS PIN 286 01 56 226 42 . , O, '
D.B.#3274, PG. 774 r `S ? , COND. LB.-45.79
PROFESSIONAL AND SURVEYOR LICENSE NUMBER L-5088 ( , / r TOP POLE 1=48.18 l Ij y _ NOTES:
n ; �. [ COND. LA.=48.71 C , ` �S a SURVEYED & MAPPED FOR: DUKE ENERGY PROGRESS, LLC
u'
rn /� , �• COND. LB.=48.47 \ p
�, ' , 1 1 �•� 1 ' TOP POLE 2=46.86 SUBJECT SITE 1S NOT WITHIN 2000 FEET OF
COND. LA.=49.15 J �� �_ A GEODETIC SURVEY MONUMENT.
COND. LB.=48.79 l , �� ALL DISTANCES ARE HORIZONTAL GROUND
90
I, BRADLEY D. PHILLIPS, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY TOP POLE 3=70.77 I DISTANCES UNLESS OTHERWISE NOTED.
I �1 ¢ ` 1 I � , ' 1 '• TOP POLE 4=70.77
SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION .' i r' II ` OHGW.=70.32 +` AREA BY COORDINATE COMPUTATION.
AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: I 1 4 t
(1) Class of survey: A �\ I ! , �1 SITE SUBJECT TO ANY VALID & ENFORCEABLE
2) Positional accuracy: 0.07' } a . f� n� , ` 1 , �, s EASEMENTS, RESTRICTIONS & RIGHTS OF WAY OF RECORD.
3 Type of CPS field procedure: RTK
( ) YP P SURVEY IS BASED ON PHYSICAL EVIDENCE AND EXISTING
(5)4 Dates of survey09--01-23, 10-11-23
Datum/Epoch: NAD 83 (2011) _-� '' \, 1 ' , ,
(6) Published/Fixed-control use: NCVRS � , , V f � l � �� � l \ MONUMENTATiON FOUND DURING THE SURVEY.
? r / I / L 1 \ T NOT
7 Geoid Model: 18 1/4" IP FL FLOOD CERTIFICATION: THE SUBJECT PROPERTY 15 O
( } '� { t LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SCALED FROM
(8 Combined grid factor(s);4.9999406257 - - `'\ !P MAPS FURNISHED BY NORTH CAROLINA FLOOD PLAIN MAPPING
(9� Units: US Survey Feet
1. ,/ ` } PROGRAM. SUBJECT TO VERIFICATION BY DETAILED FLOOD MAP
1/2" IP 4� i. \ ` , \ ` y cs C' STUDY. SEE COMMUNITY PANEL 3720286000J, EFFECTIVE DATE
R / j / DUKE ENERGY , ♦ ` 1 t ���f 11/03/2004
SEWER MANHOLE 1 ' , ) I PROGRESS I -
REVISION STATEMENT: REVISED 2 16-24 TO RIM ELEV:260.74' STEPHEN DEAN BATCHELOR 1/` `t . PIN # 285 01 56 33084 �� , 1 +I l 1 J 1 ��, RIGHT-OF-WAY INFORMATION TAKEN -ROM CAROLINA POWER & LIGHT
SHOW THE FOLLOWING: INV. 4" PVC IN ELEV:255.74' PIN # 286015623232 ' / D.B. 2678, PG. 166 ' , , , ` f J �fl COMPANY RIGHT OF WAY MAP FOR SPRING HOPE 115 KV TAP LINE
1) ADDED DRIVEWAY PIPES AND INVERT INV- 12" (UNKNOWN MATERIAL) ❑.B. 1165, PG. 416 ��� ,' 1 D.B. 586, PG. 490 1 1 1 , ,�" �� DATED SEPTEMBER, 1972 DWG. NO. RW-D-3027 SHEET 1
INFORMA ION FOR SUBJECT PROPERTY ( OUT ELEV:252 84' I 1 I 1 D.B. 893, PG. 621 1 , �3 413 COORDINATE SYSTEM BASED ON NAD 83 2011 AND
AND ADJOINING PROPERTY ' ] l ' ,� \ , c�A 1�? I ( }
REVISED fi-7 24 TO SHOW THE FOLLOWING:
4 6'.54 ❑C eS ! � ' � � � 1 l �� � OBTAINED USING THE NC VRS SYSTEM.
c`}v w / 7 7 (C r -�- 1 1 1 IP N � 1' CONTOURS SHOWN
2) BOLLARD LOCATIONS AT THE v, 1+ 1 I -- L , CONTROL POINT 3 r
SUBSTATION ENTRANCE AND LEVEL A STEP DEAN BATCHELOR 1
1f 1 / i �- `� ) NAD 83 2011 NSRS
SUE EXCAVATIONS OF THE WATER LINE N PIN # 286015624653 cod / ( ,
AND SEWER LINE THAT PARALLEL NASH 1845, PG. 706 j °Nv� N= 8D3,166.55 1 L
30
STREET AT THE ENTRANCE DRIVEWAY TO f , 1 �1 �- r / EDGE1 E - 2,2fi6,255.95
THE PROPERTY. Q I I / ` ` "l J I GRAVEL - ,� [ �, ` 1 ELEV = 255.95 1 } J
REVISED 6-10-24 TO SHOW THE FOLLOWING; 4' �- - - w -
3 CORRECTED MATERIAL TYPE ON TEST - - - - - - - i
HOLES #1 AND #4 FROM DUCTILE IRON } '� i� r , , 5 . —x---x—x--x x- —x ` xTx--x X x x—`x 1 �1 1 POLE 11
TO PVC. - 1 f 2 !P i ��� 1 Ix r,� 1 11 { ) `
co '6BENCHMARK ��
cn co n NAD 83�(2011) NSRS SPRING HOPE 115 KV SUBSTATION , COND. LA.=44.87 '� l
` f I COND. LB.=44.25
N= 802,760.82 - f / - I� xI ��I 1 ,1 - OHGW.=54.75 1 '
E 2,266,577.52 �1 REVISED A. } ' , TOP POLE=55.61
REVISED AREA: a_ ELEV = 266.40 / BOLLARDS ADDED / _------- ti-� �\ I (POLE 2) "�
-ROAD SIDE DITCH DEFINED o v f f �x
-� COND. LA.=46.55 -�
-SUE TEST HOLE EXCAVATION OF >- ¢ CONC. - ti COND. LB.=45.72 �l -
4" PVC SEWER FORCE MAIN _D= �� � ( }
I TOP POLE=56.94 cu�
<SUE TEST HOLE EXCAVATION OF a }
8" PVC WAFER LINE ❑ I I JCD8LE l RELAY -ni (POLE 3) r z
cD ¢ c° a 1 / i CAB. BATTERY ( ) r7 I 1f I l l COND. LA.=47.91
r*� BOx CONC. Il 1 I 1
a R/IA' AS SOWN ON MAP FOR . / LARDS ' \ .. OHGW LB.-46.98
f '�co � ' BOLLARDS � OHGW.=57.91
CAROLINA POWER & LIGHT CO. r `
7 %f ' 1 TOP POLE=58.54
1 1 J /f
DWG NO RA-9702 y./ , 7 'I C I ` i !i
T 5T HOLE 1 41 f,' - f III - (TIMBER f ❑AVID W. MILLS
TOP 8' PVC /
WATER LINE 1/2 NOO'5O'22"W - / r �� a/ J / i, + Ix v T �' y, l TAP STIR #1 _l rY/ PIN # 99300PG3C125 U
ELEV:257.05' CP / 1 ( N01 04 21"yy ' r f _r I . ] �+ J 1A 1 (POLE 1) 1" IP D B
208.60' (TOTAL) (COC.) STIR #12-1 PT 1' COND,=33.80
AXLE i13,30' 3/4" IP 1 ' I ' TOP PT.=27.50 TOP POLE=34.56
30.52 F n
TEST HOLE 2 } 178.08' ' ! - (TIMBERS) f I 1 1 1 (POLE 2)
TOP 6 DUCTILE IRON �� _-. - - / �; / I• •. � � COND.=34.2D
WATER LINE � J I I � TOP POLE=35.65
ra CABLE _.._ 1 �� = f !+ GRAVEL I I
ELEV:256.81' rn 4 r / I j I� x h I ; (POLE 3) ?,
- r r��` I 6' HIGH CHAINUNK l , _
r. 5�' f BOX j� FENCE TOP CPOLE=38.00
TEST HOLE #3 . r f I 1 } \ �
TOP 4" PVC ti CONC. - / : 1 ' f Q I ` I I _ 1' ��
SEWER LINE - f ��s
INV. 15" RCP . �� f BERM
ELEV:257.23'
EL:256,86' 1 • L�` — max_ __x_ F —ice x x x , f
� � � � f � N � SXS� -- 7' HIGH CHA1NLlNK FENCE 0�
INV. 15" RCP
T THOLE 4 EL:256-31' JO' GRAVEL
TOP 8" PVC - aI
WATER LINE . -
CP _� DRIVEWAY rr
ELEV:254.01' - T- 7t3.00' �� `
1/2" NIP r f AXLE - / 504'O3'36"E
500'S0'22"E '� �260 w �� _ / 1
- ( ) � 500'08'38"E r� 1, IP,r 600.0 }
' � 200.00' TOTAL _ - �in j INV- 15" RCP `. - 124.65' 1
EL:254.91' r - - '
--- - - - - - - --- J
INV. 15" RCP (-
TEST HOLES
TOP 4" PVC EL:253.82'
SEWER LINE J-I
ELEV:254.91' V ti u) � JFG ELECTRIC, INC. RICHARD HOWARD FERGUSON AND WIFE,
r`I PIN # 268015628604 IRENE CREEKMDRE FERGUSON
,y z R, D.B. 2130, PG. 386 PIN # 286015721905
❑.B. 1697, PG. 311 U'
w z v SECOND TRACT '
� 1
1 ,
BENT 1/2" IP ,
LEGEND O PROPERTY CORNER (FOUND) ABBR VIATIONS
0 LIGHT POLE
5TA = STATION
LINES SURVEYED STRUCTURE R/W = RIGHT OF WAY
LINES NOT SURVEYED (NTS)NOT TO SCALE SCIL TIR = CENTESTRUCR
OVHD DISTRIBUTION LINE (OVERHEAD) EP = EDGE OF PAVEMENT
o Pt POINT NOT SET
GUY WIRE R.O.P. = RATIO OF PRECISION
[� POWER BOX EP = EDGE PAVEMENT SITE: 105455 FOR SOURCE OF TITLE REFER TO D.B. 2678, PG. 166, D.B. 893, PG, 621, D.B. 586, PG. 490
GAS LINE G oCP COMPUTED POINT AG = ABOVE GROUND n
UNDERGROUND CABLE CATV 0 TELEPHONE PEDISTAL BG = BELOW GROUND DUKE ENERGY PROGRESS, INC.
GRAVEL LINE — — — — — — — -- — CONTROL POINT El{ = EXISTING
SIGN POST ECM = EXISTING CONCRETE MONUMENT
RIGHT OF WAY LIMITS — — TELEPHONE PEDISTAL RCP = REINFORCED CONCRETE PIPE
�-RIW � TIMBER FOUNDATIONS IR = IRON ROD FOUND
ROAD RIGHT OF WAY IP = IRON PIPE FOUND C-PRI VC HOPE 115
k �T REBU11D
DITCH LINE — - WATER MANHOLE EP = EDGE PAVEMENT AJ 1 V t� 8 L
WATER LINE W ❑ WATER METER FENCE CORNER COND. = CONDUCTOR ROUND WIRE S BSTJ Tj0 �, r AS- BUILT
UNDERGROUND TELEPHONE LINE UT CONC. = CONCRETE 1�
FIRE HYDRANT D.B. = DEED BOOK
WOODS LINE 0 WATER VALVE P.B. = PLAT BOOK SPRING HOPE,
UNDERGROUND ELECTRIC LINE UE PG. = PAGE NUMBER
ENE (9)
SANITARY SEWER LINE S D D EXISTING CONCRETE MONUMENT NIP = NEW IRON PIPE NASH C.O U N I Y, N . C.
FENCE LINE x--x x x—x-- CD TREE
�-' BOOK: 40 20 0 40 $0 120 CREW: TS/ZM
535 S. TRYON ST.
x DATE: 6/10/24 DRAWN BY: SRR CHARLOTTE N.C. 25202
WIRE HEIGHT LOCATION SCALE: 1 "=40' SCALE IN FEET R.O.P.= 10,400'+ TELEPHONE NO. [phone]
DMP: 230119 LAND UNIT: 1186623 & 1186624 MAP: 105455
SHEET 1 OF 1
SITE SURVEY DWG NO.: RDC - 28668 - 3 OF 18