NCC221906_Site Plan or Location Map_20220519

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SKYCREST DR. v7
OWNER: CERTIFICATE OF OWNERSHIP z x
DOGWOOD DR. PIEDMONT POINT o 0 L
DEVELOPMENT LLC "This certifies and warrants that the undersigned is (are) H Z >
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6805 MORRISON BLVD. the sole owner(s) of the property shown on the map or plat �--
>r STE 370 and any accompanying sheets having acquired the 3 ' - -� = O
�� CHARLOTTE, N.C. 28211 property in fee simple by deed(s) recorded in the �'' W o N
Q? = > county register of deeds where the property is located .� w z t"} z a
N n PIN(S): 1724395281, and as such has (have) the right y o r g o O
m to convey the property in fee simple and that the 1 .- 52 44
PIEDMONT\--
0R. n PIEDMONT DR. 1724398291 dedicator(s) hereby agree to warrant and defend the title 17 1 w. o -J „ OI
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/ SITE o & 1724398479 against any claims of all persons whomsoever -1,--. z O n�i e, N
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DB 1$4$4, PG. 2709 excepted as specifically listed herein and that by recording this 1�- z m
m m plat or map I (we) do irrevocably dedicate to the City of Raleigh for = w x
BM 1978, PG. 631 public use all streets, easements, rights-of-way, parks and s z Z
m reenwa (as these interests are defined in the CityCode), and as 4, P:� Q Q O d- p
BM 1985, PG. 87 greenways
same re shown on the plat for all lawful purpoes to 1 43 v ` -' z
BM 1991, PG. 852 COm J Q a " k'
MELROSE DR. which the City may devote or allow the same to use 1�, m
and upon acceptance thereof, in accordance with all City \� co
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policies, ordinances, regulations or conditions of the 1 z
VICINITY MAP N. T. S. City of Raleigh, for the benefit of the public provided any N
dedication of easement for storm drainage not specifically labeled 1� ce
City of Raleigh or public are not made to the City of Raleigh 16 1 c',l 42 0
but are irrevocably made to the subsequent owners of 1 Z
LEGEND any and all properties shown hereon for their use and benefit , q
LINES SURVEYED 1 - n
-- LINES NOT SURVEYED f car
E.I.P. EXISTING IRON PIPE -- 18484 _ 2709 _-- Book No. Y2- IlD 41 "4-
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I.P.S. IRON PIPE SET f N rn COMBINED FACTOR a)
C.M.S. --- CONCRETE MONUMENT SET \o
E.C.M. ---- EXISTING CONCRETE MONUMENT .� O C'gggg1277 N
P.K.S. --- P.K. NAIL SET _^ —_ z.
1a' w N N
E.P.K. --- EXISTING P.K. NAIL w �' N
R/W ---- RIGHT OF WAY SURVEYOR HAS MADE NO INVESTIGATION Signature(s) & title position of property ow r(s) 1 40 a3
D.B. ---- DEED BOOK OR INDEPENDENT SEARCH FOR EASEMENTS P/IP/ "'r FotnQr P1ta1 tor pie...,r 4.-e-c_ 15 \
P.P. ---- POWER POLE OF RECORD, ENCUMBERANCES, RESTRICTIVE 1 O rn
O.H.W. OVER HEAD WIRE COVENANTS, OWNERSHIP TITLE EVIDENCE OR STATE OF NORTH CAROLINA 1 rn
R.R.S. --- RAILROAD SPIKE ANY OTHER FACTS THAT AN ACCURATE AND COUNTY OF WftKe
(1234) -- ADDRESSES CURRENT TITLE SEARCH MAY DISCLOSE 1 �' 39ro
CORSSE -- CITY OF RALEIGH I. certify that the following person(s) personally appeared before me this day, Y21,EIP 7 NI-
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SANITARY SEWER EASEMENT each acknowledge to me that he or she voluntarily signed the foregoing 27' 1 n
' document for the purpose statedt therein and in the capacity indicated: os
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9>'a. This survey creates a subdivision of land within the area of a county % Wll i
or municapality that has an ordinance that regulates parcels of land. 1 rt N
O b. This survey is located in a portion of a county or municapality that Date:ve ,2022 1 0 38 rn
is unregulated as to an ordinance that regulates parcels of land. ,� / y i,�
O c. Any one of the following: 1 �,ICfZ 1 �O Z
1. That the survey is of an existing parcel or parcels of land and does --- -`--- 141U: n
not create a new street or change an existingstreet; 1 prn,
That the survey is of an existing building r other structure, or natural printed ame: $Dl Notary Public 1�. .1:-
2.
feature, such as a watercourse; or 1�,� �/,, 1 c,, 37 ••
3. That the survey is a control survey. My commision expires:_I'14i1. 1ro2 _ cJ
O d. This survey is of another category, such as the recombination of 1 n
existing parcels, a court-ordered survey, or other exception to the definition ��1Otillitf//l�A' Y2"€IDO H 0_
of subdivision. ®,a��1FER ,��� 1 �� z1121
O e. The information available to the surveyor is such that the surveyor is
unable to make a determination to the best of the surveyor's professional m p���Z TREE CONSERVATION AREA LINE DATA 1'N r�w'�,. ZC w Q
ability as to provisions contained in (a) through (d) above. 0,0FA9 NUMBER BEARING DIST. 1 '� �_.JV Q Z
;'oiliettlilts,_ s L-52 N 76'10'58" E 32.22' 1 `�J 0 W O_
G A R O` m A = L-60 N 76.10'58" E 45.02' 17. �._so
This parcel is located in the RALEIGH Planning jurisdiction. ����, S �0.,,� /�.�� ®Cy tie LIG C)i z
Q- o�� S� �16:7-.*f. --,, o�:• 13 11 p 56
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NORTH CAROLINA S6 's_ `•®��QURG�G���`�
R Z, a ��►1• 11W. OPEN SPACE m p
WAKE COUNTY a 1L 3�5 1� p U
• 4Y2• U w L.L.
I, Barry L. Scott, certify that this plat was drawn under my supervision $ VIA/V,� 0..".10 S c Elul
from (an actual survey made under my supervision)(deed description recorded .�� �.,,�., SV CJ ��� ~
in Book 18484, y 1 .. cj J
page _2709 etc.){other}, that the boundaries not surveyed rrs / SECONDARY TREE CONSERVATION AREA Z m w
are clearly indicated as drawn from information found in Book SEE _, page REF., ►►.... �-� L‘\t, WAKE COUNTY, NC 11 SEE SHEET 2 Q 4 :�
that the ratio of position or positional accuracy as calculated is 1:10,000+; that 's�"�""'"'�
this plat was prepared in accordance with NCG 47-30 amended. Witness my "This plat or map is not a subdivision, but a recombination of previously TAMMY L. BRUNNER 5 z .�
original si nature, registration number and this_3rd d f_February A.D. platted prop and meets all statutory regu' eats for recording." m Q w
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9 9 REGISTER OF DEEDS
9f199 .
PRESENTED 8 RECORDED ON n Q
1 A " _ d4 _ 03/29/2022 09: 11:44 N o
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C Planningand Devel., �- A Officer Wake Count Review Officer" I111
III
Professional Land Surveyor / y �� ��� ! ll11:1111 Q
G /,,'6 tj G BOOK:EM2822 !SAGE ee59 z
-- - — "This plot or map does not require preliminary approval, m 0
Registration Number and meets all statutory requirements for recording." 0
CITY OF RALEIGH DEMOLITION Li _
--° __ CDs --- PERMIT NUMBERS 015114 & 015128 d 0 m0
Planning and Develo m t fflcer/Wake County Revie fficer" O U
3/. , - SITE DATA
INSERT NUMBER OF LOTS 56 ill
N=748,581.13' NUMBER OF BUILDING LOTS 54
Areas identified as Neuse River Riparian Buffer shall TREE CONSERVATION AREA PLAT STATEMENT 1::::)
p_
1 E=2,123,599.71' AREA IN BUILDING LOTS 274,362 S.F./6.30 AC.
be maintained in perpetuity in their natural or mitigated Q
1 (NAD83/2011) condition. No person or entity shall fill, grade, excavate, "Tree Conservation Areas are strictly protected AVG. BUILDING LOT SIZE 5081 S.F./0.12 AC. M
or perform any other land-disturbing activities; nor cut, by the City of Raleigh. No soil or tree MIN. BUILDING LOT SIZE 4003 S.F./0.09 AC.
disturbing activity shall take place within AREA IN OPEN SPACE, 2 LOTS (55 & 56) PLAT REFERENCE 44 „cx
N.C.G.S. MON. 1 remove, or harm any vegetation; nor construct any
structures nor add anyadditional impervious surface, tree conservation areas; including: changes N-
"LOUIS" P207,239 S.F./4.76 AC. BOM 1953, PG. 17 W.C.R.
Y2"EIP nor allow animal grazingor wateringor anyother to vegetative cover, stabilization of a structure
N=751,654.13' or fence, road or walkway construction, tree AREA IN R/W 111,003 S.F./2.54 AC. BOM 1962, PG. 44 W.C.R. cn
agricultural use on such protected areas without BOM 1962, PG. 95 W.C.R.E-2,117,190.59' o removal or pruning, chemical or biological 3
r\ written authorization of the Division of Water Quality p 9. g TOTAL AREA 592,604 S.F./13.60 AC. w
��� (NAD 83/2011) agent application, permanent or temporary BOM 1966, PG. 91 W.C.R. _
N.
Rules(OWQ or compliance with the Riparian Buffer Protection encroachment of impervious surface, vehicles, BOM 1978, PG. 631 W.C.R.
Rules (15A NCAC 2B .0233 or .0259). This covenant AREA IN TREE CONSERVATION AREA:
o woo is to run with the land, and shall be binding on the equipment or materials." BOM 1985, PG. 87 W.C.R. Q
Urn 49,329 S.F./1.13 AC. BOM 1987, PG. 896 W.C.R.
0 0 ¢o Owner, and all parties claiming under it.
BOM 1987, PG. 899 W.C.R. i-
`�0 cna BOM 1988, PG. 191 W.C.R. co N
�0.. BOM 1991, PG. 852 W.C.R.
co ci-c
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"I, the undersigned Planning and Development Officer of the City of Raleigh, and 1
emu' 0`'�. 0 _z THE CITY. Review Officer for Wake County, do hereby certify that this map or lot meets 60' 30' 0' 60' Q U
�. all the statutory requirements for recoL4i q�and that i of eigh, La Z
u' m as provided by_the City Code, on the - -15 _day of _ _ __ 1- z }r
O, p in the year 2 approved this plat or map and accompanying sheets NOTES: N 0
U THIS PLAT IS NOT TO BE RECORDED D} Z and accepted for the City of Raleigh the dedication as shown thereon, 1" = 60'
16 o'� but on the further condition that the City assumes no responsibility THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD
9 N.C.G.S. MON. AFTER !! ._DAY OF� Ili 18 to open or ma'• ain the same until in the discretion and opinion of the HAZARD AREA ACCORDING TO FEMA MAP # 3720172400J HORIZONTAL GROUND DISTANCE i
"BEACON" ONE (1) COPY TO BE RET INED FOR governing bof the City of Raleigh it Is ' the public interest to do so." EFFECTIVE DATE: MAY 2, 2006 AREA COMPUTED BY COORD. co --1 N
GEOMETRY METHOD `� m
N=744,532.96' THIS PLAT IS X JN__OUT ALL PRIVATE STORM DRAINAGE EASEMENTS & STORMWATER N \ N N N
E=2,123,062.96' OF THE CITY LIMITS jfp MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNERS N cNo 0 I N rI
(NAD 83/2011) Pl. ning and D ment Officer/Wake County Review Officer" ASSOCIATION RCMP-0290-2021 N >-' N 0 N 0
(S-17-1 $) rO ,,x. a E N NO
(SPR-0139-2019) as
05-97 w o i I�J >;ii
T H I S P L A T R E C 0 R D E D I N B. O. M. / P. B. / P. C. _gill 7i p�� P G. W A K E C O U N T Y R E G I S T R Y SHEET 1 0 F 3 1 �Q = o 0 0

C��34 , ___,9, P+6 4,6 57, P 33 Q BOX
NSTI 9A1
SKYCREST DR. WRKE COUN PI , NC 12 $� 55 z o
TRIMY L, BRllNNER oeY c-
DOGWOOD DR. REGISTER OF DEEDS �� I co O
PIN#: 1724398291 ,n o
�= c.5$1g, w ;r, PIEDMONT DRIVE H z _
RRESENT D - , s �1v� �~ MATCH LINE 6D' PUBLIC R/W 0 n
RECORDED ON - 5. Alz C-49 C-5D S 86'02'46" E TRANS- f
D r 03�2V2 09: 11;44 o - 4SL11 >s' 1'4.42'FORMER L1J © ~
a 1,1111111111111111111111111111N� w `� _ _ Z0 9��% _ 'LAC'MENT EASEM:NT. - f Zm �' 2D'x1a' � R� I �.� c-48 `_ � � - uTll~ITY �1s=}-_ .. - ► � � Z �
N C� a SLOPE ti"' 1�4 �g1-�C' f f co �3442� cv e• p N
YEASEMENT 3.�'r 7 P p . (3446f u1 �,3450 w 13454 0 10'x10'
m
T+ IB�O :� a�� PAGE:@® � •�9 fjAr U 6,�� to
[.3438 SLOPE 0 J z o a
PIEDMONT DR.VI
PIEDMONT DR. CJ4� sE ;� °' EASEMENT
SITE _ ,, C-56 •1'' Zp s 4462 S.F. n1 0Ci) _
p •T.•►� p1s 1 �3434 :0.10 AC. N p . co
o 2w134580 O c, NaHP GUY
:;a SIGH 'o y4216 S.F. 00 N 4 rn . 3 0 4076 S.F._ ❑ x zc�rn PP 10.1D AC. o o °' 0.09 AC. w m= ..Z �o i �34300 � 7 z4069 S.F. 4050 S.F. `FzQ z o,. r1 r` P` o' 0 0.09 AC. z 0.09 AC. zo Q o
nPIEDMONT DRIVE zD'x1o' v 8 04930 S.F. �; �, 6022 s.F. 000 J a Z
n6D' PUBLIC R/W SLOPE �LN 4966 S.F. 0.11 AC. - � (44.47' (7.09_,27.00 0 0.14 AC. 32co
MELR05E DR. EASEMENT MA�GH _ C� ++ 0.11 AC. �1. 177 9T - - 44 99 (44.42' z cco
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{UNDEVELOPED) _4 - S y ,•• y , M. E. GRIMES -,
3,. (3•z - 1-. • •R7 2212 ?-' N $fi'02'46" W rn BK 001089, PG. 00-E-
_ f Rq�N E +►N �� 85 40 9„ I �r �9 2.�� 1 a3i
VICINITY MAP N. T. S. -PINK 1 DB 4968, PG. 77 cn
-‘:-
\,� 34181 44 gsfi cD�, S .10 5$ 9 I 1 Zk cal 13 v `�� titi PINS: 1724490177
1 n°3-1 c' 4943 S.F. a v' -? 4023 S.F • 1 u1 5267 S.F. �� O >: o
z N -0' 0.09 ACf 7177 S.F. a�- o.
- 0.11 AC. I ` o �: 0.12 AC. 5 is
a. This survey creates a subdivision of land within the area of a county 17 1 2213 �z+��- 12208� �5. 4 12 0.16 AC. �,
or municapality that has an ordinance that regulates parcels of land. R. M. GLASGOW I •a, 4 4T __ "� n 0 ��9 4017 S.F.rn 1
O b. This survey is located in a portion of a county or municapality that WILL 08--E, PG. 404 1 8 a" 623 • W �0.097 AC. ce 5
is unregulated as to an ordinance that regulates parcels of land. DB 1569, PG. 356 I w. 16'10 5 �i' cn . 2.0 54 I 1 1 �- °' ® N ,..0
O c. Anyone of the following: 1: N ' S �`'� cn '�' M 9263 S.F. a 0) Q
9 PIN#: 1724393152 l 43 o I 4292 S.F. 01 a? rn 3517 to d r`
1. That the survey is of an existing parcel or parcels of land and does r I 13509 0.2126 AC. �. COMBINED FACTOR cn
4 IP;► 4022 S.F.2209J a' \12204 1O AC. 00
not create a new street or change an existing street; ° 0.09 AC. c� 1 P • - -/ C-39 C ,1,',`L 26' w - 0.99991277 67
2. That the survey is of an existing building or other structure, or natural - - c� cr :+ 1 co 'o cn p0-----Iv *2 s 70• „ W 1 r7
feature, such as a watercourse; or /2 EIP
- I _. 86. 58, 1 4694 S.F. NS 0, G� THISLEINE �' 46 4-8EIP_ s 81' z
2 61.i�7�-- Og'17 ¢
0.11 AC. 8� N
3. That the survey is a control survey. - - 1 76•�0 1 C) 13505 �� �� 4' W cn 31 N
O d. This survey is of another category, such as the recombination of to c 42 _y 0 _ � - s B0"09 5 o D. JACKSON r 0
existing parcels, a court-ordered survey, or other exception to the definition 1 p r " 3501 43� DB 5053, PG. 861 �3 U
IZ 4016 S.F. 122051 5 -) 14 5$ C �� 1 co
of subdivision. p �T 0.09 AC. �_sk 6' yy ,, N rrJ J r, PIN#: 1724490044
O e. The information available to the surveyor is such that the surveyor is 16 Ic': 7 0 1' n C p3 S CQV 1 ! 13520 16 w N _
unable to make a determination to the best of the surveyor's professional u' %a 89 9 7g' � 'A� C R'W v 6060 S.F. - CV I-
abilit as toprovisions contained in (a) through (d) above. V. NEWCOMB Ica. -c 5a
Y 9 76.141 �5, UgLI r*+ _
K. B. WOOD -_.1p �� 0.14 AC. SAN SE'YR EASE. CO O
1 co, u N Y4•BEI- _-- 20 ^�
DB 16779, PG. 2725 VI PfN#: 1724395281 G 31 ,� 0.18' PG• 896 M Z
This parcel is located in the RALEIGH Planning jurisdiction. PIN 1 72439 308 2 I fi 4050 S.F. 9 eC-3Z �Os t, _ „ gM 1987� -4-
This # Y2 EIP C) - E 78' 6., 0 '51" 1/ N 70. ••0/' A HOLE_ N O
0.09 AC. 2201 „
► 0 0 ' 0 -rend r N - / 6' 9 2 r r
n, Z -. g0,p0 N. ►� 76' 4 ASS cD -0, 3516 $" U 30agii w
WAKENORTHCOUNTY NA - 1 o Nn 6 ,0 58' ' \-.A 040� �, W :► I A. MURILLO r Q
I'� 7� r. N 7 40 fi / , U3\\.3 f 2 0504 13508 N 3512 17 ` oO H
_ DB 11002, PG. 374
I, Barry L. Scott, certify that this plat was drawn under my supervision l . 4000590
U 500 ' p 677$ S.F. .� ll PIN#: 1724460948 in
4050 S.F. ca co 19
from (an actual survey made under my supervision)(deed description recorded \ 0 `' 0.09 AC. 2129 . a z 0.16 AC. a
o ; ►► 21 'o ol
4405 S.F. 18I
in Book 18484, page 2709 etc.)(other), that the boundaries not surveyed Z o_ 00 a o. 20 u: 'Cr l
in SE_E_ REF 15 1 -� 90• ,• 1 4666 S.F. 1..' .0.10 AC. 5530 S.F. & - - N
thatare cthely ratiolofted as postionrorY positional accuracy n from lon fasncalcula calculated is 1:10,000+; that T. BARBER 1 37
in t: Ili 76'1'J5a 0.11 AC. 0.09 AC.4047 S.F. o 0.13 AC. l T
this plat was prepared in accordance with I CGS 47-30 amended Witness my �+,►►++oEfitlinkoPG, 451 I 7 .- 39 `J 2124 '� 29 TRAWICK DOWNS
original signature, registration number and seal t is_ 3rd of-EehtuurA.D. CFA 912 1 4050 S.F. ty 4g.34') :+ l I. THOMPSON BM 1987, PG. 896
-�0� g l `k4t"' Ssro /qq,,0-�i Y24EI• OD 01 o 0.09 AC. 2125 :+ 60,00� eW�r��5Z119' 46.0 l {Si.78') -aD'G258 5 DB 13060, PG. 311 H Vim)
:,', ' zi.
"a''•• ` ii/''*••"Y ,s� 2. ' � O, ✓ g0.0�s- 0 1, . 76' d513' 22 N• �'S9¢fi - 3' 3 I PIN#: 1724480961 g) Z
7 ,,
,�O '4�;9 i - t: N 76.�0 5 � �` y 400.0297 S.F. . :.134.0 I Z
A`z SEAL. - I 38 ` . �_Z Ac. 1 W Lv 1....L:CI
r rofessional Land Surveyor - - o 4050 S.F. 1� , 2120 ;'cA u' 26 `Y l /
l G r L-315� 1 U 2121 Cl J 06 25 0 4956 S.F. ry 27
'� (� `' �` 1 q o 0.09 AC. + C g5. 8 0.11 AC. 7068 S.F.
'* "�f � Z c� 9p,00 CT7 N.s;_. 5 4 0 5 * �a 0�12 AC. 1,4...0� cry ,► ll / L��f O
Registration Number s a•'f•k� ��••'�lR� I y 10 5g a 23 ✓r: 1a 0. 0.16 AC. 28 i"
CURVE DATA 5 . ...�� �! .•• I`'; t: N 76� `' n Q s � 4715 S.F. ci. cA ,, M. A. MOORE Z ¢ , CI)
BM'.3;' ,, ., . 5 S ,,. 2117 i.,+ a .1 ' l
NUMBER RADIUS ARC DIST. CHORD BEARING DIST. DELTA �• +....•' 14 1 N 37 -. a'. \[2116 0.11 AC. �, rr 509 �N Deb 0 DB 8317, PG. 253 0 iy
1ydf+set>c+s� ' ' 4.c4 9' 4050 S.F. o 1 , C+ l PIN#: 1724480884 I L
C-3 407.00 22.13 N 83'01'13" E 22.13 03'06'58" CHI QUANG LAM 11`': 0 1►y 135D5 ro ^j z z
00 0.09A ► • �� 8 r 0 3513 4j
C-4 407.00 55.03 N 77'35'20" E 54.99 07'44'48" DB 54os, PG. 125 1 �. 90 0E. N `��o\ q,'1 1.• `�� / C-23 = ^ S l m o O
C-5 25.00 38.07 S 62'39'23" E 34.50 87'15'24" PIN#: 1724384832 Y I Pw 76,�0.58" �, '9 5g1� ``..1 e. �fr CN \ 1° o +n l C] EIN-1
C-6 970.50 29.93 S 18'08'40" E 29.93 01'46'01" _ 2 ► `=+ 36 ® o i1'S G 2,.,�• °'�' 28 + -` O w
1cD ►, \ .. 9 2112 24 f� 614E S.F. z w w x
C-7 970.50 45.03 S 15'55'54" E 45.03 02'39'31" - 4219 S.F. s• 2c ` 0.14 AC. -' I Li]
1°' z 0.10 AC. ,, \ 5927 S.F. ui '` 0 I F-- 0_
C-8 970.50 13.30 S 14'12'35" E 13.30 00'47 06 - N_ cP P'
C-9 227.50 4.34 S 14'21'48" E 4.34 01'05'31" - - I , .0 8052 “,[2, o �'�, Fyn\ 0.14 AC. U �� 3512 l 26 cii-
z a J
C-10 227.50 45.07 S 20'35'07" E 45.00 11'21'06" 1 Z3'S �� , 4, •. o �� �••O� '� q l A. G. HERNANDEZ O ¢ u.i
j t •\ 13504 CO V Q- I: 86.47' l DB 17490, PG. 2127 U
C-11 227.50 45.07 S 31'S6'13" E 45.00 11'21'06" I z �' N • 35 �21091`,�-\ A iv G N 83.3T ► `" 1724480775 Zct
1�; F c, '� > 44' W ,: q 1 PIN#: 0 0 a
C-12 227.50 32.48 S 41'42'09" E 32.45 08'10'45" 13 �, (-
c-).'0,, 4022 S.F. 4� :' Li. z. - �� rs ry� 1 w m l to i= n 0_
C-13 120.50 50.75 S 33'43'36" E 50.38 24'07'52" T. LE 1 O 0.09 AC. C` J D Gi / 13504 0 ¢ I�
C-14 120.50 50.08 S 09'45'19" E 49.72 23'48'43" 1+<, 1, 1'` Fy j2 C-27O Q e ti 29 l c�
DS 18406, PG. i516 S9
Lo
C-15 179.50 53.50 N 06'16'12" W 53.30 17'04'32" PIN#: 1724384852 1 _I'
11•� � s� a,s h�`' fig_ C��9 s 10437 S.F. ]�__ --_-- w Y
1* y 6d 21D5 :xs, �oG� s o 'P9 �\3D' 0.24 AC. YeEIP�' - l z o
C-16 179.50 52.45 N 23"10'46" W 52.27 16'44'35" C� .34 L �. �: 25 O„ +Y2^EIP ,�,. 7Tj �� 94,, mj `So- 3 C�, >-
C-17 25.00 33.06 N 0619'42 E 30.70 75'45'32" - e'• 4003 S.F. :1 , , I.3500 \s DA 1
N >> n 91, �j �(, ? 0A, a A. G. HERNANDEZ Q
- 1 co Tis• 0.09 AC. 'r { c, l I-
C-18 25.00 20.51 N 67'42'54" E 19.94 47'00'51" a, 56 •Q ,y0 Ik$ F 30 s\ 2' c" ,p DB 8975, PG. 2737 Z
C-19 _52.00 30.06 N 74'39'50" E -29.64 33'06'59" - - I = `r '1 2101 1 d' c.) `F 9C col PIN#: 1 7 24480 6 9 8 ' F• O
32897 S.F. I o F k / 5 p
C-20 52.00 44.45 N 33'37'01" E 43.11 48'58'38" 1 0.76 AC. *.--Jr,2 h� 33 ',�,''•��. •�� 7465 S.F. ��ti Rs. ,�cy 'LA �' l / o
T�i 4151 S.F. /5 0.17 AC. u / r
C-21 52.00 41.19 N 13'33'48" W 40.12 45'22'59" 1 S OPEN SPACE ro �,� FP �\ #��. qs u� •� I / 5� �, Lil =
C-22 52.00 28.47 N 51'56'17" W 28.11 31'21'59" 0.09 AC. F o 0O 0
39.70' .-'D SD a� (. ,° ON \ \ 022 �� °�• �� .4 6 0.38 /p g$1'/
114
C-23 52.00 29.29 N 83'45'20" W 28.90 32'16'07" 12 1 �N-86'11'27' EC?2z\ .6'R. \-V.� 0 o \ > > - �3 3 1 / `i'/�,'` /
J dP Ik/ °' 6 9^ / 0 /
C-24 52.00 46.54 S 54'28'18" W 45.00 51'16,37" S. E. MITCHELL 11Z e��hS'N1 32 12023 1 S 75.5g15 \R ss�3 267, 4' 1U/ / / 24
C-25 52.00 28.71 S 13'00'49" W 28.35 31'38'22" DB 7036, PG. 637 4' •. /4688 S.F. \ 3 •23 /
�; O5•AA \23 9 / J. M. BAKER
C-26 25.00 20.51 S 20'42'03" W 19.94 47'00'51" PIN#: 1724384673 I� Y,•EIP PRIVATE VS. Q� 0.11 AC. . �s\ W Iv �'► / DB 5218, PG. 951::8)
C-27 25.00 39.27 S 89'12'29" W 35.36 90'00'00" I�"• L 75 DRAINAGE
EASEMENT ��J 6$• 2�• 1 �s 31 S9 \ �' �/ PIN#: 1724481621
C-28 168.50 44.14 N 3817'16" W 44.01 15'00'31" - rn o o �� �'• 67.2 2019 y 20'x20' Y2»EIP:;
!y - g SLOPE EASEMENT 11422 S.F. 0.116'^sr l X
C-29 168.50 49.90 N 2218'02" W 49.71 16'57'58" 1 75 43.47' 9 L-8 20'x20' Cn 0.26 AC. r -L
LEGEND y ( .L-73N 89.25'50" W C-' o •C-30 25.00 39.27 N 31'10'58" E 35.36 90'00'00" 2�EIP,- � � rT) SLOPE EASEMENT �201$1
C-31 25.00 1.07 N 77'24'26" E 1.07 02'26'57" LINES SURVEYED \ 450.92' :) (59.00') (0.1 ') l
_ (174.39') AXL$ 20' DRAIN. EASE.
Qi Cf)
C-32 25.00 19.45 S 79'05'09" E 18.96 44'33'54" -- LINES NOT SURVEYED l8 i'INCEITPOP 'Y2•EIP ,.e 8M 1987, Pc, 896 W
E.I.P. ---- EXISTING IRON PIPE o -, - N 87'29 36" W Y2•EIP' N 24'54'37" E - _
C-33 52.00 32.34 S 74'3T16" E 31.82 35'38'09" 1 N=748,581.13' 1 - -
I.P.S. ---- IRON PIPE SET 0.38`�- -
C.M.S. --- CONCRETE MONUMENT SET z \ E=2,123,599.71' 1a' DRAINAGE C-34 52.00 31.48 N 70'13'13" E 31.00 34'40'54" vD. AUSBORN fn cF1
yrn EASEMENT
C-35 52.00 20.13 N 41'47'31" E 20.00 22'1030' E.C.M. --- EXISTING CONCRETE MONUMENT + (NAD83/2011) DB 7556, PG. 404 P. Z cp BM 1962, PG. 44 <
C-36 52.00 46.54 N 05'03'57" E 45.00 51'16 3$ P.K.S. - P.K. NAIL SET dm (SEE INSERT) PIN#: 1724387512 10 m LP I-
co
C-37 52.00 20.69 N 31'58'10" W 20.55 22'4T36" E.P.K. --- EXISTING P.K. NAIL 11 �N (PAGE 1) W a �''r)• 12 co Vi
R/W ---- RIGHT OF WAY T. LE r" SUMERSET ACRES I- < > 16 CT:
C-38 52.00 26.35 N 57'52'53" W 26.07 29'01'51" `
D.B. ----- DEED BOOK DB 18521, PG. 1097 B. P. MITCHELL
C-39 52.00 34.78 S 88'26'33" W 34.13 38.19'16" P.P. ---- POWER POLE PIN#: 1724385503 I� BM 1962, PG. 44 0 Z 0 J. J. SCHEDELER c`
C-40 52.00 36.41 S 49'13'31" W 35.67 40'06'49" O.H.W. --- OVER HEAD WIRE \ 1 , %0 DB 18725, PG. 2153 DB 1932, PG. 629 0_
R.R.S. --- RAILROAD SPIKEPIN#: 1724389560 P!N#: 1724481460 I
C-41 25.00 15.15 S 46'32'04" W 14.92 34'43 55' \ 1 V Y2-EIP z
C-42 25.00 5.36 S 70'02'29" W 5.35 12'16'56" (1234) -- ADDRESSES I Lu z
C-43 25.00 38.92 N 59"12'46" W 35.11 89'12'33" CORSSE -- CITY OF RALEIGH
N I-
C-44 1029.50 54.49 N 16'07'27" W 54.48 03'01'57" SANITARY SEWER EASEMENT
PRIVATE DRAINAGE EASEMENT LINE DATA 60' 30' 0' 60'
C-45 1029.50 24.93 N 18.20'03" W 24.93 01'23'15" LINE DATA PRIVATE DRAINAGE EASEMENT CURVE DATA NUMBER BEARING DIST.
C-46 25.00 39.27 N 25'58'19" E 35.36 90'00'00" NUMBER RADIUS ARC DIST CHORD BEARING DIST. DELTA _ L-71 S 53'17'48" W 91.18' r
NUMBER BEARING DIST. C-68 28.10 21.93 S 25'46'30" W 21.37 44'42'26" L-72 S 48'07'43" W _7.88' cp J
C-47 418.00 6.36 N 71'24'27" E 6.36 00'52'16" L-8 N 87'34'02" W 12.98' C-69 28.00 20.79 S 69'23'50" W 20.31 42'32'13" L-73 N 85'55'11" W 12.29' r a r N
C-48 418.00 55.12 N 75'37'16" E 55.08 07'33'21" C-70 22.83 1.26 N 22'S9'D1" W 11.15 28'16'21" L-74 N 63'O5'27" W 11.38' 1 = 6D' RCMP-0290-2021 N \ N N N
L-9 N 85'17'34" E 10.10' I N I I I
C-49 418.00 62.49 N 83'40'53" E 62.43 08'33'54" C-71 28.10 48 07 N 37'10'58" E 42.42 98.00'58" L-75 N 05.18'54" W 6 00' HORIZONTAL GROUND DISTANCE >` co ow rn N
L-10 N 44'12'29" E 8.55' C 72 28.10 19.54 S 73'S3'13" E 19.15 39'50'40" L-76 N 11'49'32" W 11.28' (S-1 7-1 g) N , co 0 N a
to
C-50 418.00 43.70 S 89'02'28" E 43.68 05'59'24" AREA COMPUTED BY COORD. I m I I I
L-11 S 44'12'29" W 2.27' C-73 59.62 11 51 S 50'08'45" E 11.49 11'03'38" L-77 S 53'57'53" E 10.01'
C-54 482.00 45.07 S 77.59'01" W 45.05 05'21'25" - GEOMETRY METHOD (SPR-0139-2019) r• o Gj N N N
L-12 N 5414'53" W 8.67' L-78 N 53'17'48" E 81.43' o Y Li a_ r- -- o
C-55 482.00 36.45 S 73'08'19" W 36.44 04'19'59" m
L-13 S 24'36'22" W 32.08' 1 © j
0-56 343.00 80.74 S 77'42'57" W 80.56 13'29'16" _ Q
THIS PLAT RECORDED IN B. O. M. / P. B. / P. C. , !'L P G. � _ 2 ___, WAKE COUNTY REGISTRY SHEET 2 0 F 3 `o o o

rfe 1 CURVE DATA
, c
TREE CONSERVATION AREA LINE DATA
SKYCREST DR. NUMBER RADIUS ARC DIST. CHORD BEARING DIST. DELTA
• NUMBER BEARING DIST. SKY CREST VILLAGE t�
L-14 S 70'01'39" E 5.44' BM 1953, PG. 17 C-1 10.00 15.71 N 50'03'58" E 14.14 90'00'00" Z 0
DOGWOOD DR. o ( Lri
L-15 N 69'30'49" E 13.99' C-2 10.00 15.71 N 39'56'02" W 14.14 90'00 00'
L-16 S 86'40'24" E 13.01' 40 & 41 f 42 43 & 44 C-3 407.00 22.13 N 83'01'13" E 22.13 03'06'58" xi 1- Z > �,
n L-17 S 75'57'20" E 15.70' J. P. CARLTON, III I C-4 407.00 55.03 N 7735'20" E 54.99 0T44'48" U) m
r x L-18 N 81'55'46" E 28.57' DS 17565, PG. 1214 J. $. LONG, III J J. BONG, III _ hVD L-19 S 77'0$'34" E 23.85' PIN 1725305D33 f DB 7472 PG 532 DB 393 , PG. 829 C-5 25.00 38.07 S 62'39'23" E 34.50 87'15'24" z U LLI p NPIN 1724396926 PIN 124397946` #` C-46 25.00 39.27 N 25'58'19" E 35.36 90'00'00" Znl-
z $ o
N L-20 S 57'00'00" E 22.1 T 0 {n
-Sc • m L-21 S 80'41'15" E 38.57' 1 /GRAVEL f ' C-47 418.00 6.36 N 71'24'27" E 6.36 00'52'16" o o
PIEDMONT DR. c� PIEDMONT DR. L-22 N 51'09'42" E 3.87' -� 'RIVE f C-48 418.00 55.12 N 75'37'16" E 55.08 07'33'2i" v __I Q M [I
N SITE L-23 S 51'09'42" W 3.$7' -S 84.47�2� E I C-49 418.00 62.49 N 83'40'53" E 62.43 08'33'54" (/) z
rn
L-24 N 80'33'34" W 43.4T �' "EIP (142.22') 3/4' C-50 418.00 43.70 S 89'02'28" E 43.68 05'S9'24" �/ � j "� N
L-25 N 5TOD'00" W 22.71' Pi
"BEIP��� 66. .• 260.0O'EIP L-7 3/4'EIP C-51 482.00 21.69 N 8T20'06" W 21.68 02'34'40" _ o Z m
rn c (7.81' ( 82') ,. Z °°
Z �, L-26 N 7TOD'41" W 15.72' ) /� {43.15') J L� _
C-52 �482.00 45.07 S 88'41'S1" W 45.05 05'21'25" •
Z
l m L-27 S 82'24'21" W 29.66' n D d o
D �,I NAIL ® C-53 482.00 45.07 S 83'20'26" W 45.05 05'21'25" Q �' ZO
L-28 N 75'ST20" W 14.56' o BASE OF N 106R 'J a ''
34 2 "BEIPS d C-54 482.00 45.07 S 77'S9'01" W 45.05 05'21'25" m
MELROSE DR. L-29 N 88'52'49" W 3.24' 55 Nco
L-30 S 69'30'49" W 9.28' R. F. GORMAN I J. RICKARD C-55 482.00 3fi.45 S 73'08'19" W 36.44 04'19'59" w 0
L-31 N 70'39'56" W 5.66' DB 17341, PG. 741 8 OPEN SPACE to DB 16899, PG. 1015 C-56 343.00 80.74 S 77'42'57" W 80.56 13'29'16" Z
PIN 1724394846 p PINS: 1724399844 u)
l VICINITY MAP N. T. S. L-32 S 57.25'23" E 9.83' # w.
1 L-33 N 80'49'46" E 9.54' - 1 "EI. LINE DATA >v
LEGEND L-34 S 79'45'08" E 36.93' NUMBER BEARING DIST.
L-35 N 73'32'46" E 12.95' ✓~` -3 - 1 `
L-1 S 84'S6'd2" E 10.00' � l
LINES SURVEYED L-36 S 88'41'16" E 25.95' L-2
LINES NOT SURVEYED L-37 S 88'41'16" E 13.40' fi 3 ) SECONDARY TREE L-3 S 84'56'02" E 30.00'
E.I.P. EXISTING IRON PIPE L-38 S 62'37'00" E 28.27' f CONSERVATION AREA
I.P.S. IRON PIPE SET L-39 N 60.25'50" E 43.46' I co L-4 N 84'56'02" W 30.00' Q
C.M.S. CONCRETE MONUMENT SET L-40 N 87'15'15" E 24.32' -:--o-ii:
_ o f 25863 S.F. L-5 N 05'03'58" E 25.00' COMBINED FACTOR
E.C.M. EXISTING CONCRETE MONUMENT L-41 S 87'15'15" W 27.51' o f 0.59 AC. 105 L-6 N 84'56'02" W 10.bd 0.99991277 0P.K.S. P.K. NAIL 5ET L-42 s 5O 25'SD" W 4s.54' KILBURN ROgpcn f� CO
01
B. A. THOMAS L-7 S 85'46'29" E 32.18' c d
E.P.K. EXISTING P.K. NAIL L-43 N 62'37'00" W 34.48' 60' PUBLIC R NI
z R/W RIGHT OF WAY o f ! DB 17837, PG. 1071
L-44 N 88'41'16" W 31.59' �W Q !
D.B. DEED BOOK L-45 S 75'13'24" W 18.66' UNDEVELOPED) ° )�+ PINS: 1724398795 71
P.P. POWER POLE 1-
LLI L-46 N 62'01'34" W 9.64' PRIVATE DRAINAGE EASEMENT CURVE DATA `� 0O.H.W. OVER HEPp WIRE j UR.R.S. RAILROAD SPIKE L-47 N 61.17'22" W 3.54' _6c\ f TRAWICK DOWNS NUMBER RADIUS ARC DIST CHORD BEARING DIST. DELTAL-48 N 79'45'08" W 31.32' BM 1988, PG. 191 C-57 31.00 22.33 N 68'41'30" E 21.85 41'16'11" C7(1234) ADDRESSES L-49 S 8D'49'46" W 12.76' a � f C 58 63.60 35.58 N 32'01'44" E 35.12 32'03'21" NCORSSE CITY OF RALEIGH o f co
-
L-50 N 58'18'11" W -21.77' O C-59 28.00 49.60 N 34'44'34" W 43.36 101'29'15" cy, 0
SANITARY SEWER EASEMENT 1L-51 S 84'52'19" E 20.12' 4 I `I'l C-60 113.60 c9.85 S 28'16'56 W 49.45 25'08'28- cl-
L-53 N 1T04'06" E 2D.00' C L- 1f2"EIP - C-61 31.04 19.24 S 02'04'15" E 18.93 35'33'S3" x!t� L� z �% C-62 33.70 32.93 S 76'35'12" W 31.64 55'59'28" ( OL-54 S 24'06'49" E 21.82' �6 (�3� L-f3 C 6 L-40 r C-63 33.55 31.84 N 48'32'09" W I30.66 54'22'23"L-55 S 38'S0'18" E 24.00' - 2 5380 g -- 6 : L-36IL-37 �` �9 vs 104 C-64 33.70 17.75 N 54'11'18" E 18.9355 35'33'53L-56 N 19'58'21" E 20.06' �\\ 0.12 q ' PRIM ~Y TREE 38 �wF�E _�_'� ADAMS MANAGEMENT, LLC C-65 33.70 11.85 S 86'28'25" E 111.79 20.08'55" F"
SD �g L^4'8 _ CONSERVAl10N AREA SE NE j"L-41 - \ DB 15619, PG. 2158 C-66 33.70 33.82 N 47'39'03" W 132.42 57'29'48" N
(41.4 �4j 67�g.��A �4�\ N 14 /NL N.\ PIN#: 1724399604 C-67 32.48 21.97 S 00'00'06" A 121.56 38'45'59"
\ co
N)
NEUSE BUFFER \ 20,\ .� N
TIMBERLAKE ESTATES mi ___ZONE 1 \ e�RgN\\ ���.GQQ
C5 a. This surveycreates a subdivision of land within the area of a count BM 1966, PG. 91 4 Re 'k G
or municapality hat has an ordinance that regulates parcels of land. y CREE\ A Fqs\ y�
O b. This survey is located in a portion of a county or municapality that 1�74 L-18 gFyFN\ / p5 �� °pry
CZ)
is unregulated as to an ordinance that regulates parcels of land. C_5?� �c�58 C-59 L� r \ ? T / OJQr, °° `
-. .� 7 -.-18 ��-]s NEUSE BUFFER / / n°j '2
--
O c. Any one of the following: 1 5230 -- �� \ \ / P ,,ti Ix F- d
1. That the survey is of an existing parcel or parcels of land and does 0.12 AC L9 PRIMARY TREE �zo ZONE 1 �,'Z / / / / �`',1ti Z cf �'y�
not create a new street or change an existing street; R. F. GORMAN fsr�4C C�SERVATION ARE L�21 60 '•! 11 / �� TRAWICK DOWNS E'-I L�.1 W
DB 17341, PG. 741 3] C-64 L 63 -d`� \ \ / O ��
2. That the survey is of an existing building or other structure, or natural C-62�� L-27 L, NLU " \ / Q BM 1987, PG. 899 w Q L
feature, such as a watercourse; or PINS 1724394640 2g 26�\ SE BUFF „ UEIP S 84'50'Og" E \ \�/ / / can
3. That the survey is a control survey. ? � SE 2 ti \187 63, / / / L�] p lLVi
O d. This survey is of another category, such as the recombination of w L-56 N 83.29' L-24 ,� C 6 -�f S / /
existing parcels, a court-ordered survey, or other exception to the definition 5 77'l 05 w 1 \ i •VBE A,g,\ / /// z j (V/�1
of subdivision. 42.34 37 87 f \ 26+\ / / O Ow
0 e. The information available to the surveyor is such that the surveyor is ;� x8, 37.31 ` `-- N. ...1- `��� / Q
unable to make a determination to the best of the surveyor's professional 0-\,�,G '„ �' s 88'02'02" E f \�s�• <<V / z z
ability as to provisions contained in (a) through (d) above. 14.44 m _, f z \� / pp O 0LL
�6� \`'� 55 f LOTS 94-97 c_se�6k _6.7 6�_s8 '�P2e9 � N=749,475.58' 100R 0 Eli
This parcel is located in the RALEIGH Planning jurisdiction. / 174342 S.F. PIN 1724398479 �� s \ •yE=2,124,004.45 A. C. ROMERO U w
4.00 AC. f�, a �, \--
(11.9s.}•3 �(NAD83/2011) C. C. CRUZ wOPEN SPACE i„ m PRIVATE \ DB 16205, PG. 604 act
V )
�+f �� DRAINAGEPIN#: 1724490459 Z
NORTH CAROLINA - -� ,q = sg EASEMENT u� `r \ 0 Z
WAKE COUNTY I j" 4� , , N cn < EL w
PRIVATE �'o N ��\ �\� 4�1 4j�L 'n •• N 5 Z O 0
I, BarryL. Scott, certifythat this plat was drawn under mysupervision DRAINAGE m of \63 , '1 1' y
P P .� EASEMENT l C 62 l 9 �` 1 /.• \ p 0 Q
from (an actual surveymade under mysu ervision deed description recorded �4'EIP
p }{ P _ _ o f N 8T44'01'_E 1 :. >t', S 81 0. e� all `�--- m ¢ 2111 n
in Book 1$4$4, page 2709 etc.)(other), that the boundaries not surveyed N z zf Zg6A5 +� (54.20') (53,90'} 56 7fi E,, L-70 o U1 c�
are clearly indicated as drawn from information found in Book SEE page REF. �'� f 5�33) Q ,; L 60 o w
that the ratio of position or positional accuracy as calculated is 1:10,000+; that rn / ;� I¢ F54- 99R Z_ p Q
this plat was prepared in accordance with NCGS 47-30 amended. Witness my h $�� o. _'a w N D. F. WILLIAMS O
original signature, registration number and se his 3rd da of February_A.D. I L51' 51 52 N 53 z i� 6040 S.F. ,i n DB 5075, PG. 1 d QEllel
2a72-- / ' �I1PJ Q "n 0'14 AC U PIN 72449045D 7 i '98' 7 - -)4 4:-
6, kb (; a5�01 SO 4745 S.F. '4658 S.F. 0 5005 S.F. o o a w�' z
" � �• I r�-t4678 S.F. r" 0.11 AC. 0.11 AC. 0.11 AC. �3459 `* i0'x10' a O w0 r� g 0�� 49 f 0.11 AC. f¢- cv SLOPE v,
�� ip t*s O > +�7 10'x10'� EASEMENT x°i TRAWICK DOWNS
p Z
iri
.�"""'�������++ y ` Professional Land Surveyor �' �.'�`y1 E d� N o �,4374ia S.F. �3447 3451 �3455 !a SIGN w BM 1991, PG. 852 w p
`+0�q, iAR +;4, y 10 & 11 05aA9'r. LASO 48 �0.10 AIC. �3443co_ N ;1
61 1 EASEMENT/, �UTANZI a 2
U
• ,' r, , ................ � ��i `r R. M. GLASGOW 0,11 (. N 0) N D 47 �_ 4050 S.F. L_ 260.84'DELE E T51I, Li ,;--C 22 �- :.6:A••■ vi HOLE a
�` ...............�y�� ��i� G r�� 4V WILL 08-E, PAGE404 �i. Yq.5( J C.09 AC. c0 439 ri - _ � $�'46 ` 1�
�,°�( � by . - ) 4050 S.F. a C-53 N 87'47'35" W z• 02' i ELEC.
ill
'9 : DB 2074, PG. 644 r' < O 435 � , C� 2 y2-EIP "
$.'0 q. e y Registration Number 9� 46 0.09 AC. 13 f 54 80.9 r�2"EIP 64.70' BOX
Ln
w 8a � A _ PINS 1724393365 0, p+ •
N af:::)
it 1 _3156 ir_ = WAKE COUNTY, NC > � 45 �, 4050 AC�0 -_ ,,=,�. f `55
L Og TAMMY L. BRUNNER \ ti 4050 S.F. �a`A PIEDMONT
174, r 3419 1,-, 0 0.09 AC. 0 34271 '0o t "S �Q, ff MATCH LINE �� `� 60' PUBLIC RDRIVE
y REGISTER OF DEEDS ^ 1• C
liVP SURJ'�'G�.` PRESENTED a RECORDED AN o ' , p 1.3423 op g �p1vG f C-49 C-50 s 86'02'46" E TRANS-
L� F-
-Ai 1•'4.42'FORMER
'y Lm ,Y, 93r29r2022 09: 11:44 P 0 R� 'LAC, •11m= 44-6,1f�')� - .,
20'x10' ��': G�h7 G�4i �G � UTILf7Y.'{���s+{t�a�R�;t�e1/4�r°'�'�� 111
p SLOPE c"r, * �1�D1VP�g1VI� 1 MEN7 EASEM:NT, '•'-` �
MI .r I �I I 1 [III III It Z EASEMENT 3.°- •+:,�9?' 64 6 i 13442 13446 13450 0454 5'xi o 2
BOOK:BM2022 PAGE:00599 _ _ _ C_ge O'S�AyACsr SASE �3438 5 ¢ 3 2 EASEMENT
PRIVATE DRAINAGE EASEMENT LINE DATA OHP GUY N i 51GN3 f�i434 6 134581 32
NUMBER BEARING DIST, PP �6 I 7 M. E. GRIMES CO ff1
L-52 N 40°45'20" W 12 50' PIEDMONT DRIVE 0430 1 I
L-53 N 48°03'25" E 21 90' C� TREE CONSERVATION AREA CURVE DATA BK 001089, PG. 00-E-
60' PUBLIC R/W � 20'x10'
L-54 N 02'00'50" E 10.17' SLOPE LINE V' r 8 DB 4968, PG. 77
�C1{ I NUMBER _RADIUS ARC DIST. CHORD BEARING DIST. DELTA PIN#: 1724490177 Q-
L-55 N 11`13'36" E 17.90' (UNDEVELOPED) EASEMENT MA C' C31�A 1
r `A s S �.` C-57 30.00 20.85 N 89'25'27" E 20.43 39'49'15" _
L-56 s a8'3a'32" W 31.24' _ -R C-58 30.00 21.75 S 68'18'31" E 21.28 41'32'37" 0
L-57 S 22'08'17" E 21.06' 3 ^ �. h, ) R4/N�'I ++ 'O C-59 30.00 19.13 S BS'44'09" E 18.81 36'32'30" Z Z
L-58 S 00'55'34" E 9.31' - 7.
• FQ C. n 0
L-59 _S 46-18'07" W 29.17' \•A 3418 44 SF. 7 C-60 30.00 24.50 N 74'33'17" E 23.82 46'47'10" 0 0
L-60 N 85'09'16" w 41.62' \ \ C-61 50.00 40.83 S 74'33'17" W 39.70 46'47'10" 60' 30' 0' 60' ` /
L-61 S 03'57'14" W 79.49' 17 1 (-3 0 0-62 50.00 22.74 N 87'13'56" W 22.54 26'03'24"
L-62 N 04'O0'49" E 94.08' • 1;: -- 70• C-63 50.00 24.94 N 71'02'58" W 24.69 28'35'03"
L-63 N 47'11'11- W 11.87' R. M. GLASGOW N �� C-64 50.00 34.75 S 89'25'27" W 34.06 39'49'16" ' c0 V1
L-64 N 75'24'04" 'N 19.55' WILL 08-E, PG. 404 rn� �L L,rx C 65 54.00 21.75 S 60'28'05" E 21.58 24'55'38" „ RCMP-0290-2021 tV NI-
CO N N N
L-65 N 73'1 T55" W 27.63' DB 1569, PG. 356 �? o C-66 50.00 34.28 S 78'00'43" E 33.61 39'16'55" 1 = 60' I N I I I
L-66 S 71'17'42" E 20.26' PIN#: 1724393152 1 N y C-67 30.00 24.07 N 84°56'21" W 23.43 45'57'50" HORIZONTAL GROUND DISTANCE (S-17-1g) 1-- � r o o N r")
L-67 N 76'21'59- E 8.31' n� AREA COMPUTED BY CHORD. ll ll `� m N
L-68 S 76'23'57" E 20.54' \ C-68 30.00 12.74 N 60'46'19" W 12.64 24'19'43"
L-69 S 47'10'01" E 30.93' GEOMETRY METHOD (SPR-0139-2019) 0 `.L W id N N 0
L-70 S 85'09'16" E 36.69' an }
iLJ a > Li ii w
THIS PLAT RECORDED IN B. O. M. / P. B. / P. C. rnnYlckd _, PG. O ,5- 9 WAKE COUNTY REGISTRY SHEET 3 OF 3 o o ©, ` - QJ