SW3230602_Plansheet - Existing Conditions/Survey_20230623

Parcel Line Table Parcel Line Table MISCELLANEOUS NOTES SUE CERTIFICATION ZONING INFORMATION Z�
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Line# Length Direction Line# Length Direction M
NO USGS MONUMENTATION WITHIN 2000' OF SITE. GRID POSITIONS WERE ACCORDING TO THE COUNTY COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS), THE CL
THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON ARE BASED ON LEVEL B
D L 1 16.19 N7°42'41"E L20 28.1E N7°47'01"E DETERMINED USING A TRIMBLE R-12 GNSS GPS RECEIVER UTILIZING THE SUBJECT PROPERTY IS ZONED "RA-40" BECAUSE THERE MAY BE A NEED FOR W
NORTH CAROLINA GEODETIC SURVEY VRS NETWORK. ALL COORDINATES UTILITY DESIGNATING BY EAGLE ENGINEERING INCORPORATED (EEI), FOLLOWING ASCE 38-02 INTERPRETATION OF THE APPLICABLE ZONING CODES, WE REFER YOU TO THE UNION W
L2 14.15 N27°33'00"W L21 48.72 N5°16'59"W AND BEARING SHOWN ARE BASED ON NAD 8312011. STANDARDS THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS COUNTY PLANNING AND ZONING DEPARTMENT. z1'k Z N N QS
TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE z W N U �; :�
L3 40.88 N2°57'49"W L22 42.15 N17°47'41"E AREAS COMPUTED USING COORDINATE GEOMETRY. UTILITIES. THIS SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN HEREON Uj z N o
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE Z CO � 6
L4 18.19 N16°20'01"E L23 21.68 N52° 14'40"E CONTOUR INTERVAL=ONE FOOT. OWNER, HIS CONSULTANTS AND HIS CONTRACTORS SHALL HEREBY DISTINCTLY UNDERSTAND Z W Q)
L5 19.75 N13°02'48"E L24 30.62 N29°34'49"E ELEVATION DATUM IS REFERENCED TO NAVD 88. THAT UTILITIES AND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. EEI CERTIFIES THAT LLJ J O
THE UTILITIES LOCATED ARE DONE SO AS ACURATELY AS POSSIBLE FROM THE INFORMATION Q 'z
Site L6 19.47 N32°39'30"W L25 21.53 N31°57'39"W CONTOUR LINES OUTSIDE OF THE AREA DEFINED AS "LIMITS OF SURVEY" AVAILABLE. .W_J
WERE TAKEN FROM COUNTY GIS DATA AND NOT FIELD SURVEYED. N
L7 54.37 N15°40'31"E L26 13.83 N10°09'45"W (7
L8 11.83 N31°41'50"E L27 29.81 N24°57'17"E IRON REBARS AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. Q
W
L9 21.72 N65°40'49"E L28 19.64 N7°40'38"W DEED REFERENCE:AS SHOWN.
�i ELDENA WILLIAMS
L 10 50.61 N29°05'09"W L29 15.21 N35°25'56"W ALL ADJOINER PROPERTY OWNER INFORMATION IS TAKEN FROM MOORE
CURRENT DEEDS AND TAX RECORDS AND ARE CONSIDERED "NOW OR BY WILL
OFFSITE TIE L 11 12.00 N8° 17'34"E L30 22.90 N15°35'56"W FORMERLY". TAX PIN:01144012
POINT#2 L 12 42.07 N60°14'24"E L31 15.86 N33°31'11"E p
RAW ERROR OF CLOSURE: 1:10,000+. BOUNDARY TRAVERSE WAS
OFFSITE TIE ADJUSTED USING THE LEAST SQUARES METHOD.
POINT#1 L13 38.48 N10°00'00"E L32 20.66 N32° 18'19"E
Vicinity Ma N11°05`47"E
1/ n L14 19.27 N27°33'28"W L33 18.84 N36°50'02"W OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR LOCATIONS ARE JAN M. TORRENCE \ W O
,J '✓ 73.51'(TIE) 112"EIR ¢ w
NOT KNOWN. BK.876, PG. 624 N32°27'05"W p z
L15 53.19 N2° 11'13"E L34 23.85 N70°42'45"W TAX PIN:01144034 44.68' z U
NOT TO SCALE THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND. gp'46"Wj��, 4"W Q 2
L16 20.85 N15°20'42"W L35 31.70 N45°44'14"W / N15°30'20"W . 50 ��°08 N3°30 i ¢
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. 44.88' 75.45, 88. 8s 24- 66.10 z
L17 16.73 N18'38'44"E L36 36.75 N18°22'29"W
COMBINED GRID FACTOR=0.99985618 �p1
N15°30'13"W N49°2537"E 112"NIR m m
L18 17.82 N5°39'42"W L37 13.78 N49°49'25"E �® N76°21'44"E ZC 6� 51.02' 30.98' �- O
OLD-FNC/FNL cn
W 36.38' 23 13 Zrn rn 0• 5 w p
L19 31.36 N32°39'28"W THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL N2°33'27 66 gyp° m 1 N�3 112"EIR
FLOOD HAZARD AREA AS SHOWN ON F.E.M.A. FLOOD INSURANCE RATE 21 67.31 �� 6 73.51' �3� AT0+24.34' N86°35'01"W Q
MAP COMMUNITY PANEL NO. 3710558000K, EFFECTIVE DATE OCTOBER 16, 15. �� VD n� 101.40' cq U
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2008 �N1446-5 g9R (9 �i �` ND°31'47"E 112"NIR o p
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N49°49'25"E h^
f 18.00'(TIE) N7° 3„W \ mLu
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L37 $
112"EIR / 453 I \
KRISTIE LONG ROETHER . 57 pg W N�1° 9 05
BK.6644, PG.667 h �g6 N2 23 N 1°32 5
PLAT CAB. K, FILE 837 �� 1 38, 90.33'
TAX PIN:01144011 1
L21 L22 L30 <37 -4 / cY)
L20 <<, 9
�9 LZ6 42Z
15 L�6 L 17 6 L28 <32 v0 480
L 13��d L L18 24 �� qg5- V`Po
KEITH D. HOWARD z
/� 240.26' /� \
L3 L4 LS L7 !8 ° L 11 -N 07 W // // // \ \ PAMELA C. HOWA 5
L1 V6 275.74'\ PROPERTY LINE BKPLAT CAB. C, FIL4 637
05/ �� TAX PIN:0,1 007A j
1/2"EIR 2 g /�a NO°34'19"W MEANDERS WITH \
9 SESCO BRANCH / R \ \ / co
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AT 0+14.86' 46.77' 4 0`� \ p41
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N71°25'57"W o �'
89.39' m
m
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SPRING BOX / \\ I / / / \ III J
\ / / \ \\ I I 458,194 sq.ft. �+
ANDREW MOORE / \ \ \ ( / o
SPRING" - I / / / _� \ \ _� \�\\\\\ I I I / / _ 10.519 acres
A PORTION OF U
5 5 0 \\ \ \\ \ \ \\I /
1 I \ \ TAX PIN:011440128
00-
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/ _- \\ _ -� \ \\\ I I / 495 / (A PORTION OF THE PROPERTY /
\\ I \ \ \ 'AlDESCRIBED IN BK. 76-73 _ 0 ' 1
LIMITS OF FIELD SURVEY rr / � ) EVERETTE D. LITTLE& � W
\ \` I ✓ \ \ 1 �\WA
I I lWIFE,AMANDA LITTLE s\ \ "' / / / / /h��R�P / ' CL
00°�O�g50� TBK. 7409,AX P N 0�14400G. 1 O
5 \ 9 I LIMITS OF FIELD SURVEY / /0� / m
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'cr\\\\ OF DRAIN GE J J
DITCH
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5p0 U W
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JAMES F. MCCLELLAN&
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` ITLE LINE PER Q0
JUDY H. MCCLELLAN BK. 7409-299
BK.319, PG. 790
\ TITLE LINE PER I 0
N_ / o BK.8119-482
M 520�/ 2,129,626 sq.ft. & BK. 76 73
TAX PIN:01144013A & BK.320-529
`O 48.889 acres / / / "OLD MOORE LINE" m m
JERUSALEM PROPERTY, LLC
N100'X100'EXCLUSIVE BK.. 8119-482 I /
ov o EASEMENT TO TAX PIN:01144012E /
AMERICAN TOWER, LLC OLD REF.:BK. 320-529 SO 1/2"EIR
Z Z BK.6289-59 (A PORTION OF THE PROPERTY \ 6- /
DESCRIBED IN BK. 76-73)
TITLE LINE PER TITLE LINE PER
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BK 319-790 BK. 8119-482 / �
& BK. 76-73 & BK.320-529 \ \ \ \ \ /
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/ TOWER \ 0 m w
4,62 7 sq.ft. x \ \'S70 30"CMP L m
I� p
I 0.106 acres / X sro \ \ / INV.493.99 EPK v z
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GAP IN TITLE / / � TP 50° yo fT1 Q v O'
LINES
� ° i� „E ' / 4 PKS uj
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I 518"EIR AT 530 - � UNDERGROUND \ 8°34'p3 / M
I I 0 31.14' / l ECTRIC S0
36 .6 36' O No
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� I 15"RCP � l� ,
/ / / ° 21.61' /5 LEGEND OF SYMBOLS & ABBREVIATIONS M
INV. 522.52 TP EX. GRAV /
- 15"RCP � I�o RIVE � \ \\ �,\ \ � \ J 30"CMP
-- 34 TO CiL OF s I INV.522.07 ( \ \ Po / 03. i` ��/ ' INV.494.54 / EIP - EXISTING IRON PIPE V r�J m
A RO CULVERT �s I I 15"RCP I \ ` \ \ I / / I �/� - i EIR - EXISTING IRON REBAR "�, z
C / I 42'TO C/L OF ROAD _
SS/NG \ MB INV. 538.68 l \ o PKS NIR - NEW IRON REBAR 7 ¢
\\ UNDERGROUND / / l � � � E � AT CULVERT CROSSING ` rr ¢
od -- T _ P oH- "' S�0 I o 15"RCP s4O\ \ COMMUNICATION / / / \ I / J _ g6°15 S.T. - SIGHT TRIANGLE p p
/> -_ _-__ -I UG_ - P LINES h� / / _ ! 6 02 M.B.S. - MINIMUM BUILDING SETBACK
Sjj-� -P- INV.540.04 \ / / _- X. CENTERLINE P.S.D.E. - PUBLIC STORM DRAINAGE EASEMENT
= 254E"w _ N / - - DF RO D S.S.E. - SANITARYSEWER EASEMENT
PKS od=-389.55` - - �2 s \ h `� - -� _ - 5� ���� / SSMH - SANITARY SEWER MANHOLE
T-UG - - - - - R/W - RIGHT OF WAY
S1°29'46"W LOT22 gyp`° �'��.�� P.S.S.E. - PRIVATE SANITARY SEWER EASEMENT
o S 14°50 56"Vv T-UG � _ � �- I
�00 GPUE - GENERAL PUBLIC UTILITY EASEMENT it
S17°25'46"W 251 18' - T- �S6°05'48"W T-uG- - -T- - 255.86'
C.P. - COMPUTED POINT I I 'EXISTING FIRE HYDRANT 11.03' UNDERGROUND < 298 78 ` LIMITS OF FIELD SURVEY \ ECM - EXISTING CONCRETE MONUMENT Lu p AND WATER VALVES w
COMMUNICATION / YLOT21 E.P.K. - EXISTING P.K. NAIL z
LINES 12"CMP _\_ / OA
INV.543.40 \I- - I. EX. CENTERLIN 1 Y ■ LOT 20 UTILITY POLE p
M 12"CMP OF ROAD #16 2 / ----cas---cas -UNDERGROUND GASLINE
vj LOT 11 I INV.542.81 I L T 16 I S.R
N �' LOT 12 LO 13 NCE R/W ONLY) LOT 19
o Z LOT 14 LOT 15 NEW SALEM ESTATES (MAINTENANCE P-oH OVERHEAD UTILITY LINE
co / EVERETTE D. LITTLE& --
PLAT CAB. Q, FILE 920 T 18 WIFE,AMANDA LITTLE -ss SANITARY SEWER LINE CARS
BK. 7409, PG.299 i ES 0 OLD PROPERTY TAX PIN:01144001 SO SANITARY SEWER MANHOLE _
I REFERENCE LOT 17
BEVERLY MOORE / FIRE HYDRANT
-
BK. 3981, PG. 164 wv WATER VALVE �qy0 oQ`
TAX PIN:01144012 %��` SUR,4
REF:BK. 76-73, LESS / ® WATER WELL WH\��'
BK.320-529& """npnnn1111wO
I IBK.409-945 ■ -YARD INLET/AREA DRAIN OFFSITE TIE POINT#1 I � OFFSITE TIE POINT#2
1"EIP ON THE EAST SIDE OF GRAPHIC SCALE 1"EIP AT THE EDGE OF A ❑E ELECTRIC BOX/TRANSFORMER
N.C. HWY.205 IN THE LINE OF CULTIVATED FIELD BEING THE Sheet
THE BENTON ARNOLD BAUCOM 0 100, 200' NORTH EASTERLY CORNER OF ---w WATER LINE
PROPERTY PER BK.409 945 THE BENTON ARNOLD BAUCOM
FORMERLY THE NOVELLA AND PROPERTY PER BK.409-945 - x x- FENCE LINE
BEVERLY MOORE PROPERTY ( IN FEET ) FORMERLY THE NOVELLA AND S- 1 . 0
PER BK. 76-73 BEVERLY MOORE PROPERTY UNDERGROUND TELEPHONE
1 inch = 100 ft. T-� T-�-
PER BK. 76-73