SW3230604_Plansheet - Existing Conditions/Survey_20230914

MISCELLANEOUS NOTES SUE CERTIFICATION Tree Points Tree Points Tree Points Tree Points Tree Points Tree Points Tree Points Tree Points Tree Points Tree Points Tree Points
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Description Description Description Description Description Description Description Description Description Description Description
M
z NO USGS MONUMENTATION WITHIN 2000' OF SITE. GRID POSITIONS Point# p Point# p Point# p Point# p Point# p Point# p Point# p Point# p Point# p Point# p Point# p
THE LOCATION OF SUB SURFACE UTILITIES AS CL CID � �
D WERE DETERMINED USING A TRIMBLE R-12 GNSS GPS RECEIVER SHOWN HEREON ARE BASED ON LEVEL B UTILITY 4006 19"ASH 6006 18"HACKBERRY 6021 36"HACKBERRY 6038 18"ASH 9349 16"ASH 9364 15"ASH 9379 12"HACKBERRY 9394 16"HACKBERRY 9409 15"ASH 9705 20"ASH 9720 12"ELM W (z) j �
UTILIZING THE NORTH CAROLINA GEODETIC SURVEY VRS NETWORK. DESIGNATING BY EAGLE ENGINEERING 4007 21"ASH 6007 15"ASH 6022 15"HACKBERRY 6039 15"ASH 9350 12"ASH 9365 23"ASH 9380 20"ASH 9395 12"ASH 9410 14"HICKORY 9706 12"ASH 9721 15"ELM LU V 'IN N Z
z ALL COORDINATES AND BEARING SHOWN ARE BASED ON NAD INCORPORATED (EEI), FOLLOWING ASCE 38-02 z zl-k z U
83/2011. STANDARDS THROUGH THE APPLICATION OF 4008 22"ASH 6008 20"ASH 6023 18"ASH 6040 12"ASH 9351 HACKBERRY13 9366 16"ASH 9381 19"ASH 9396 13"TREE 9411 HACKBERRY16 9707 20"HACKBERRY 9722 191,ASH
w � zN o
APPROPRIATE SURFACE GEOPHYSICAL METHODS 4009 14"OAK 6009 12"OAK 6025 12"ASH 6041 15"CEDAR 9352 17"HICKORY 9367 13"HICKORY 9382 13"HACKBERRY 9397 30"OAK 9412 13"ASH 9708 14"OAK m
AREAS COMPUTED USING COORDINATE GEOMETRY. TO DETERMINE THE EXISTENCE AND APPROXIMATE 4010 17"ASH 6010 12"HACKBERRY 6026 24"HACKBERRY 6042 15"HICKORY 9353 14"ASH 9368 13"ASH 9383 17"ASH 9398 19"OAK 9413 12"ASH 9709 21"ASH z LU co p)
W i cB
HORIZONTAL POSITION OF SUBSURFACE UTILITIES. Z U m � a>
CONTOUR INTERVAL=ONE FOOT. 4011 22"ASH 6011 22"ASH 6027 12"BOX ELDER 6043 12-DBL"ASH 9354 13"ASH 9369 13"ASH 9384 1s"ASH 9399 16"OAK 9414 19"ASH 9710 19"ASH J ,
THIS SURVEYOR MAKES NO GUARANTEE THAT THE
UTILITIES SHOWN HEREON COMPRISE ALL SUCH 4012 17"ASH 6012 15"ASH 6028 12"-DBL BOX ELDER 6044 12"ASH 9355 13"ASH 9370 21"HACKBERRY 9385 13"ASH 9400 17"OAK 9415 16"HACKBERRY 9711 21"OAK
ELEVATION DATUM IS REFERENCED TO NAVD 88. W M a
Site UTILITIES IN THE AREA, EITHER IN SERVICE OR 4013 12"ASH 6013 18"MAPLE 6030 12-DBL"MAPLE 6045 12"ASH 9356 12"HICKORY 9371 12"ASH 9386 21"ASH 9401 15"ASH 9416 15"ASH 9712 22"OAK O
HIS CONSULTANTS AND THE OWNER,
CONTOUR LINES OUTSIDE OF THE AREA DEFINED AS "LIMITS OF ABANDONED. 4014 29"ASH 6014 12"MAPLE 6031 18"HACKBERRY 9342 19"ASH 9357 16"HICKORY 9372 22"TREE 9387 12"HACKBERRY 9402 13"ASH 9417 19"HACKBERRY 9713 24"HACKBERRY � N
SURVEY" WERE TAKEN FROM COUNTY GIS DATA AND NOT FIELD HIS CONTRACTORS SHALL HEREBY DISTINCTLY
SURVEYED. UNDERSTAND THAT UTILITIES AND STRUCTURES 4015 24"ASH 6015 20"ASH 6032 30"HACKBERRY 9343 17"ASH 9358 17"TREE 9373 13"HACKBERRY 9388 15"ASH 9403 19"OAK 9418 13"HICKORY 9714 23"HICKORY .�
NOT SHOWN MAY BE ENCOUNTERED. EEI 6001 14"ASH 6016 12"ASH 6033 24"ELM 9344 17"ASH 9359 13"ASH 9374 13"TREE 9389 12"ASH 9404 13"OAK 9419 13"ASH 9715 19"HACKBERRY W
IRON REBARS AT ALL PROPERTY CORNERS UNLESS OTHERWISE CERTIFIES THAT THE UTILITIES LOCATED ARE DONE
i NOTED.
SO AS ACURATELY AS POSSIBLE FROM THE 6002 4"ASH 6017 18"ASH 6034 20"ASH 9345 15"HICKORY 9360 X2"ASH 9375 13"ASH 9390 13"ASH 9405 13"OAK 9420 20"OAK 9716 16"HACKBERRY
INFORMATION AVAILABLE. 6003 20"ASH 6018 12"HACKBERRY 6035 12"ASH 9346 12"ASH 9361 18"HACKBERRY 9376 14"HACKBERRY 9391 15"ASH 9406 21"ASH 9702 24"ASH 9717 13"ASH ELDENA WILLIAMS
DEED REFERENCE:AS SHOWN. soo4 15"ASH 6019 14"BOXELDER 6036 12"HICKORY 9347 12"HICKORY 9362 18"HACKBERRY 9377 12"ASH 9392 20"OAK 9407 13"ASH 9703 19"ASH 9718 17"MULBERRY MOORE
BY WILL
OFFSITE TIE 6005 20"ASH 6020 15"HACKBERRY 6037 12"HICKORY 9348 14"ASH 9363 20"HICKORY 9378 14"HACKBERRY 9393 14"OAK 9408 18"HACKBERRY 9704 19"ASH 9719 21"ASH TAX PIN:01144012 Z
POINT#2 ALL ADJOINER PROPERTY OWNER INFORMATION IS TAKEN FROM O
CURRENT DEEDS AND TAX RECORDS AND ARE CONSIDERED "NOW ZONING INFORMATION ,.
OFFSITE TIE OR FORMERLY". J¢
POINT#1 ACCORDING TO THE COUNTY COUNTY GEOGRAPHIC N11°05`47"E
Vicinity Map RAW ERROR OF CLOSURE: 1:10,000+. BOUNDARY TRAVERSE WAS INFORMATION SYSTEM (GIS), THE SUBJECT N15°3020"W 73.51'(TIE) 12"EIR ¢ LL p cn
Sv N32°27'05"W z _ i-
��j ADJUSTED USING THE LEAST SQUARES METHOD. PROPERTY IS ZONED "RA-40" BECAUSE THERE MAY JAN M. TORRENCE N37°03'S8"E N23°26'47"W 44.88 -I
BE A NEED FOR INTERPRETATION OF THE N55°03'13"W �� 44.68' z U ¢ W
NOT TO SCALE BK. 876, PG. 624 78.02' 74.44' 66.13' N13°5519"E _N4°30,46,W tig7°� N3°3034 W co CL z OTHER UNDERGROUND UTILITIES MAY EXIST BUT THEIR LOCATIONS APPLICABLE ZONING CODES, WE REFER YOU TO THE
ARE NOT KNOWN. UNION COUNTY PLANNING AND ZONING TAX PIN:01144034 -�$$.50 �82 6 1p' O ¢ O0 O
DEPARTMENT. N76°21'44"E g9443 N68°1V11"E 75.45' 8so? 4� 6 Z U z
THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND. 36.38' 9941 68.36' N15°30'13"W N49°25'37"E 1/2"NIR m a W z
N14°46'50"E �� 51.02' 30.98' ® O
ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. 60.70' N22°39'40"W 33'27"Wco
,,,/// W p p U
N2° ® AT EIR EUj
COMBINED GRID FACTOR=0.99985618 N51°38'40"W 73.21' 67 31' 73.51' AT 0+24.34' N86°35'01"W 374 O U U O
57.71' NO°31'47"E 101.40" cq O O Z)
TREES SHOWN ARE SUBJECT TO ERROR IN KIND. 1/2"NIR O -t -j W
N21°38'34"E �- 9390 9412 CL Q p
N49°49'25"E 57.23' 9388 w w IZ
THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL \ 18.00'(TIE) N1°32'08"VV 9384 ® 9389 ® 9409 9411 N31°47'35"W LL
FLOOD HAZARD AREA AS SHOWN ON F.E.M.A. FLOOD INSURANCE J�
RATE MAP COMMUNITY PANEL NO. 3710558000K, EFFECTIVE DATE 9349 90.33' / 9386 9387 ! 9391 �t 91 ® 79.55' W O Q CLU
) ¢
OCTOBER 16,2008 L37 9357 N9°5$13 -9383 9385 J 9396 J 9408 9416 cpn Q Q p a
9351 3g'� 14$.p5 �® ® ��9400 9392 9407 9418 / co ¢ ¢ ¢ p
KRISTIELONGROETHER 1/2"EIR 36 N�1 b 9360J �9402J9399 9404 �9406 9417 �9420
L33 9348 L ` 9382 9401 398
BK.6644, PG.667 PROPERTY LINE L30 nk) \ 9358 ®�� ®�9380 193997 9393-�® 9405 9419
PLAT CAB. K, FILE 837 MEANDERS WITH L29 ® 9354 9359 9363 ��9381 / m U
TAX PIN:01144011 CRISCO BRANCH 6041 d 9355 ® �g364 9395 9403
L25 l o� 9346 9352 ® ® ®®� ��9362
L21 L22 L27 37 �t 9350 9353 9367 9365 9394 / Cl) Cl) Cl)
\9 L20 ��� L26 LZ$ ® 9374�` 9356 93699366 9361
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\ <24 <32 9347 ® iR ® w N N N
6008 \k L 15 6006 16 L/ L18 • ® 6039 6040 ® 604®g3445 ® 9371 937�9368 �Sy
6007 L 13\ 603 9343 �9372 O
E 6030 6032 6034 6035 '-6042 N `�
NO°16'26 �� 6031 6� 6036 0 9377
9709 6033 9713 a t I / KEITH D. HOWARD& z
4015 4014 24026' 6022 9342 L 9373 /
L 11 l�� 6023 9710 6028 9717 6037 / BK.2348 864;BK.PAMELA C. O WA 2D
6005 6045 9376
L3 L4 L5 L7 �8 \� �� -NO 5707"W 9707 6025�® ® 6029 9712� � 6044
L1 \rO �� �/ �� NO°5T07"W 275.74 6027 9711��® ® 9379 9378 / // //
9375 PLAT CAB. C, FILE 637
9722 y/ / TAX PIN:01141007A v
J� Co j
1/2"EIR - \,2 6004 9703 9702 � r' 4' ® ® 6026 9714 1199719
9720� 9721 Ra
AT 0+14.86' 4013 275.7 `�6019 ® 9715 cn
604 9704 6015 6016 // 6024 9716 718 / w
N71°25'9.39 6002 ® �� �6013 f ��9706 6020 J 9708 J 6021 ' / 11 / �. C9 m
6003 6010 6014 6018 p�h m
4011 6009
4010 �6011
4008 6012 6017 �� \
4006 9705 \\ I \ / / / J
SPRING BOX 4007 J 4012 / 458,194 sq.ft. �+ J
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ANDRE MOORE SPRING" 4009 \\\\\\\ I I / / / r n O \
� / / 10.519 acres
A PORTION OF
TAX PIN:01144012B U
I I \ \\\\ \ \ I I I �9y (A PORTION OF THE PROPERTY / EVERETTE D. LITTLE& z
/ / DESCRIBED IN BK. 76-73
LIMITS OF FIELD SURVEY 1 � 1 / e' / � � ) I ' 1
\ ` I ✓ �� � \o\\, 'Al WIFE,AMANDA LITTLE � ti� W
� NY
\� 1\�\\\ / / l /h��R�P �O�ca��o��t, TBK. 7409,AX P N 0�144001 O
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1�3(z) --\ )- 0 I LIMITS OF FIELD SURVEY / m
C, ^ ; s� o� Q w
\\\ \ \ o LO cr\\\\ \ \ \ l f CENTERLINE
\ \ I OF INTERMITTENT J
TRIBUTARY C
JAMES F. MCCLELLAN& I ' 1
JUDY H. MCCLELLAN TITLE LINE PER I
TITLE LINE PER z CIO �I
BK.319, PG. 790 o BK. 7409-299 p o
N M 2,129,626 s ft. BK.8119-482 _ & BK. 76-73
TAX PIN:01144013A q' & BK.320-529
`O � 48.889 acres / / "OLD MOORE LINE" m m
JERUSALEM PROPERTY, LLC ►j
N100'X100'EXCLUSIVE BK.. 8119-482 \�
ov o EASEMENT TO TAX PIN:01144012E /
tp AMERICAN TOWER, LLC OLD REF.:BK. 320-529 SO \ 1/2"EIR
Z Z BK.6289-59 S
16"OAK (A PORTION OF THE PROPERTY /
DESCRIBED IN BK. 76-73) m
/
TITLE LINE PER TITLE LINE PER \ r^
BK 319-790 BK. 8119-482 \ \ V J
& BK. 76-73 & BK.320-529 \ Parcel Line Table Parcel Line Table
z
Line# Length Direction Line# Length Direction J In
12"OAK ' I CELL L 1 16.19 N7°42'41"E L20 28.16 N7°47'01"E O c
TOWER 5,70 \ L2 14.15 N27°33'00"W L21 48.72 N5°16'59"W m W
4,62 7 sq.ft. ® \ \ 30"CMP L o 00
® X EPK L3 40.88 N2°57'49"W L22 42.15 N17°47'41"E I� W
0.106 acres INV.493.99 Y
APPARENT 12"OAK _X ' \ L4 18.19 N16°20'01"E L23 21.68 N52°14'40"E LLUj m
GAP IN TITLE TI J �\ TP r // 600 v
\ \ 4� L5 19.75 N13°02'48"E L24 30.62 N29°34'49"E Q
LINES
I l / 4-j - - 7 L6 19.47 N32°39'30"W L25 21.53 N31°57'39"W z
® n I 1 1 �� E PKS L7 54.37 N15°40'31"E L26 13.83 N10°09'45"W Uj
5/8"EIR AT `�15"OAK UNDERGROUND I I 13-6
403 O
0+31.14' \ a3 / L8 11.83 N31°41'S0"E L27 29.81 N24°5T 17"E N
( ELECTRIC \) / 36'
S8°19'14"E `off° y6 6 L9 21.72 N65°40'49"E L28 19.64 N7°40'38"W
15"RCP 21.61' �i j501 LEGEND OF SYMBOLS & ABBREVIATIONS L10 50.61 N29°05'09"W L29 15.21 N35°25'56"W V c
INV. 522.52 TP EX. GRAVEL /� / U
33 15"RCP I�o DRIVE I o °3 ,/��, 30"CMP L11 12.00 N8°17'34"E L30 22.90 N15o35'56"W
ROgpq�CL/OF �� II INV.522.07 � ' ( /INV.494.54 EIP - EXISTING IRON PIPE L12 42.07 N60°14'24"E L31 15.86 N33°31'11"E C • ' z
CUL VENT s I .5"RCP I I / l l I J � - EIR - EXISTING IRON REBAR v
C � 42'TO C/L OF ROAD L 13 38.48 N10°00'00"E L32 20.66 N32°18'19"E
ROSS/NG MB INV. 538.68 I / / l/ J I o � PKS NIR - NEW IRON REBAR z
- T P-OH UNDERGROUND / l LO ��„E. / / AT CULVERT CROSSING L 14 19.27 N27°33'28"W L33 18.84 N36°50'02"W Q
4000 P-pH M �0 o COMMUNICATION / / / I I \ I / J S6°15 S.T. SIGHT TRIANGLE 0 0
-O�y _ --T _ -P.� 5 I 15"RCP LINES N / _` "C.02 M.B.S. - MINIMUM BUILDING SETBACK L15 53.19 N2°11'13"E L34 23.85 N70°42'45"W L
-P_ INV.540.04 `� / / / �l - P.S.D.E. - PUBLIC STORM DRAINAGE EASEMENT L16 20.85 N15°20'42"W L35 31.70 N45°44'14"W 1-
o S/7° � / / i EX. CENTERLINE
-ozf=__ 2546"w OF RO D S.S.E. - SANITARYSEWER EASEMENT
f 7 L17 16.73 N18°38'44"E L36 36.75 N18°22'29"W v,
PKS M� � -- �` � � ^�`5 �� SSMH - SANITARYSEWER MANHOLE
\ J -T _ _
-S14-_ S1°29'46"W L l LOT22 ����� P.S.S.E. - T
R/W RIGHT OF WAY L18 1782 NS°39'42"W L37 1378 N49°49'25"E
_ -o0 5056"W T-dG-� T_ -- ��� � • P S S E PRIVATE SANITARY EASEMENT
L19 31.36 N32°39'28"W
251 1g- -- Tr tie S6°05'48"W r-tiG--- -255.86' �� I �� GPUE - GENERAL PUBLIC UTILITY EASEMENT ii
S17°25'46"W / LIMITS OF FIELD SURVEY C.P. - COMPUTED POINT I I '
298.78 _� ECM - EXISTING CONCRETE MONUMENT �i1 p
EXISTING FIRE HYDRANT � � �` :-
11.03' UNDERGROUND
AND WATER VALVES D w
COMMUNICATION LOT21 E.P.K. - EXISTING P.K. NAIL z
Y Rp
LINES 60d NAIL \ / I EX. CENTERLIN A 1 V , LOT 20 UTILITY POLE p
M N:506783.77 12"CMP 12"CMP OFROAD 62_ PUBLIC / _---cas---cas -UNDERGROUNDGASLINE
vj LOT 11 E:159 -543.49 INV.543.40 I INV.542.81 I LOT 16 I S.R. #16
N �' LOT 12 ELEV.
/ ONLY) LOT 19
I' Z LOT 13 NAD 83/2011 MAINTENANCE R1W P-OH -OVERHEAD UTILITY LINE
co o LOT 14 LOT 15 NEW SAL EM ES TA TES / --
EVERETTE D. LITTLE& SURVEYORS CERTIFICATION ,,,,
LOT 18 WIFE,AMANDA LITTLE -ss -SANITARY SEWER LINE � CAR�< ''.,,,�
PLAT CAB. Q, FILE 920 BK. 7409, PG.299 ES
TAX PIN:, PG.2 9 SO SANITARY SEWER MANHOLE THIS IS TO CERTIFY THAT ON THE 27TH DAY OF OCTOBER, 2021, l
OLD PROPERTY LOT 17 AN ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE -
REFERENCE Y'DFIRE HYDRANT PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES =
BEVERLY MOORE wv AND IMPROVEMENTS, IF ANY, ARE SHOWN HEREON, EXCEPT AS =G
BK. 3981, PG. 164 WATER VALVE NOTED. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE lq'� SUR,4 J�
TAX PIN:01144012 '%t�
FOR LAND SURVEYING IN NORTH CAROLINA BOARD RULE .1600 ( 21
REF:BK. 76-73, LESS / WATER WELL , WH\�
BK.320-529& ® NCAC 56 ) AND THE R OF CLOSURE FOR THIS PARCEL DOES ���"
BK. 20-529 I YARD INLET/AREA DRAIN NOT EXCEED (1) FOOT PE 000 LINEAR FEET OF PERIMETER
OFFSITE TIE POINT#2 Sul R 20 SECONDS TI THE SQUARE ROOT OF THE
IOFFSITE TIE POINT#1 I ' NUMBE L T
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 10127121
THE BENTON ARNOLD BAUCOM
PROPERTY PER BK.409 945
PROPERTY PER BK.409-945 ----x----x- FENCE LINE
FORMERLY THE NOVELLA AND USSELL L. WHITEHURST, PLS DATE S- 1 . 0
BEVERLY MOORE PROPERTY ( IN FEET ) FORMERLY THE NOVELLA AND ___ PROFESSIONAL LAND SURVEYOR
PER BK. 76-73 LICENSE NO. L-3661
1 inch = 100 ft. BEVERLY MOORE PROPERTY -T-�---T-�-UNDERGROUND TELEPHONE
PER BK. 76-73