NCC243045_Site Plan or Location Map_20241007

Before acquiring a building permit for lots marked by an * IMPERVIOUS SURFACE COVERAGE SHALL NOT EXCEED TOTAL NET AREA IN SITE: 54.495 AC. 2548050 SF I, CLYDE T. PEARCE, certify that this plat was drown under
jJ (asterisk) the builder may need to obtain a Flood Hazard Area Use
0 Permit from Wake County Environmental Services. The builder's IMPERVIOUS SHOWN ON THE LOT. IMPERVIOUS my supervision from an actual survey made under my supervision
iiiarikG
engineer, architect and/or surveyor (as appropriate) must SURFACE LIMITS WILL BE STRICTLY ENFORCED AREA IN STREET: 188342 SF (deed description recorded in Book ,page etc.)(other),
certify that all flood hazard requirements are met. that the boundaries not surveyed are clearly indicated as drawn
2548050 SF — 188342 SF = 2359708 SF from information found in Book , page , that the ratio
�° NOTE: NO NCGS MONUMENT WITHIN 2000 FEET. of precision as calculated is 1:10000, that this plat was pre-
There shall be no filling or the erection of permanent struc- 2359708 SF X 0.15 = 353956 SF pared in accordance with G.S 47-30 as amended. Witness my
A NOTE: AREAS COMPUTED BY COORDINATE METHOD.
0 4 tures in the areas of Wake County Flood Hazard Soils or Federal original signature, registration number and sea this 30th
9Q vC
�0 Emergency Management Agency (FEMA) 100 year flood zones until a NOTE: PROPERTY SUBJECT TO EASEMENTS Sc RESTRICTIONS OF RECORD. 353956/27 = 13109 SF PER LOT MIA day of JULY , A.D.2024.
flood study is approved by Wake County and/or FEMA. REFERENCE: DEED BOOK 11080 PAGE 2203
0' DEED BOOK 10919 PAGE 2762
�0 DEED BOOK 2814 PAGE 566 ��0\� --
�0 Note: At the time of recordation, the roads identified as public were built to public road BOOK OF MAPS 2004 PAGE 1948 LEON �G `L`� Surveyor
standards per NCDOT. Roads identified as private were certified as complete by the BOOK OF MAPS 2003 PAGE 485 DUNN `� G L-2481
surveyor/engineer of this development. In each case, Wake County maintains no BOOK OF MAPS 1989 PAGE 460 NO REFERENCE ��` p Seal or Stamp �e�„i;serr ���dstration Number
�Q responsibility for maintenance of the roads. ����1° ��,�`' '•( � O.1'`,.,,
SO..0
11
co NOTE: THIS MAP IS RECORDED IN BOOK OF MAPS 2024 PAGE 1 61 , 09 E 619.31 ' - �';y
8
AND BOOK OF MAPS 2024 PAGE 1091 . THE PURPOSE OF THIS �� f e €r �- r:�
VICINITY MAP RECORDING IS TO CORRECT THE EASTERN DISTANCE ON LOT 22. �� S 87'49'40"E1 E
81
ALL CERTIFICATIONS ON PREVIOUS RECORDINGS STILL APPLY. -m 144.62' ss 176
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A So �, O� 87'0 '16"W 216.98' w 13590 oii kiosk \ o
o �O I, Clyde T. Pearce, Professional Land Surveyor No. L-2481, mD �\
• '�v'j 8.O Z iy 7s al includes o- tJ
�' F certifythat this plat is of a surveyof an existingparcel o s3. qo� N 1100o sF Mi n9 AGE ''��z �13 ti f�
�\ s��,J P O 32821 SF 3 , 2� s ti s o 'W s_
,� F or parcels of land or one or more existing easements and 0 •• 8000 SF MIA 3,,,\5°C�. �s FoF° \ \ �R , o O
o� 4�_` • S does not create a new street or change an existingstreet. No �. . �� •\••, wP .R o, c!' ti
cr'' d e +,pry ^,,� 6?0S3s» For the purposes of this subsection, an "existing rcel" or °• 316.71' ` 'i9 1 9� �, Zoe Gy�
a,, ti 89.8 e P P g p 0 N 86`42'37"W SpC'� j� Zv i 1% co o
�� �$� ����5 �6�ss 2 • "existing easement" is an area of land described in a co O o 5 �� \,m, , G T S
pRi RI pS ti O' �Htnfrrrp�e•. r- os i• q0 V1°41 ��i�. -' <j 9 v�
NPM\SN �5'ri,g 9� ���s 7s single, legal description or legally recorded subdivision that �•�+ G �, 35272 2 �, � Z,o `, < �' s��
o P� has been or may be legally convey d to a new owner by ��.* ,.........., * 0D O 8000 SF M\A 43 Aso '� -A o -
3 �12 G� 7i► j y s
z • N 69•3a �5�5a �� � deed in its existing confi oration. ,.,•:"..
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TAMMY L. BRUNNER ��' 7 `r- L-2481 N' R. CD Z 00./ \ 26 3O3 „47' ,°°j/% ��� \ Im
������ REGISTER OF DEEDS Clyde T. Pearce L-2481 `_,� •�; - O ® 3 ��B,�F �j >`°` 5�G / 1 <� ��, 0
4, _ PRESENTED 8 RECORDED ON Y
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15' PUBLIC DRAINAGE EASEMEtJT // y • T 1
Q r- n —— 27TS7 BACKW`TER 293.64 1 p0�� Gp�6 // / �22 i�� J -
NO EMENT e __-- 386.86 ooS Ghfo /�`�03���4" PEACE
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7• 2$�8- _—— 15' PUBUC DRAW'GE EAS [10300] d v z • 91 915 SF STDRMWAT DR?AJ� Q cci
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— 11 PAVED Iv o o rj
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TUPN-DI! [1o288] I �o • PROTECTION ZONE 6'
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SEMEN 1585753 SF 73120 SF EMENTN F I� 10000 SF MIA DO SF MI• DYbp DRY DETENTION ., 142626 SF -v1OO CO
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PIN 270761 1410
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76, ♦ �/ ��,�� L68 L66 L64 L62`r �58l 6L56 :w-' D.b , 2 �3 0, o m SETBACKS:
N EDGE OF V`�•T L60 0\- \I Da4 9 . �-- — — —, 0
/76 rr \I ��_- 1.e eaii'K R L73v A \-5°J <�,LS7�sr 45\' rL40�3 L37�3 moo_ g L17 \ FRONT 30'
r r4 73L L1081.1 P / E M 4 \2 L48 41 8�3 S 1 6
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L 11 p 9L 1 7r�S g - . LS5 �g,3\.�'L80 78 \'�` REGULAR SUBDIVISION FOR <ao �\-2••tiL21 I0 L 13 r2 470
<�� •� , L84L82 LOT BY LOT L27 `' L11 L9 L8 L6 LEGEND
LOTS 1 , 23, 24, 25, 26, AND 27 WILL NOT �w'o�r07, / o \-`655 �g6 ROSINBURG GLEN SUBDIVISION L7 L5 • EXISTING IRON PIPE
HAVE DIRECT ACCESS TO ROSINBURG ROAD. 9 9 �°� 87 Note: Easements for storm drainage shwon on the map are not made 0 NEW IRON PIPE
‘8g LITTLE RIVER TOWNSHIP to Woke County but are irrevocably made to the subsequent owners of
<0 g� any and all of the properties shown hereon for their use and benefit FILE: JOHNNY WATSON\ROSINBURG RD
NOTE: THERE IS A 15' PUBLIC DRAINAGE r� L9, g2 Tv WAKE COUNTY public acceptance.
EASEMENT ALONG THE RIGHT OF WAY °'c9 k...9 3 p y property FINAL 2ND CORRECTION
S �T It shall be the responsibility of theowners to maintain the JHP885
OF EVERY LOT. NORTH CAROLINA drainage easements and any drainage structures therein, so as to
maintain the integrity of the drainage system and ensure positive drainage. SCALE: 1 " = 1 50'
150 0 150 300 450 Easements may not be piped without receiving plan approval from DATE: 07-30-2024
miiiimmmi Wake County.
NOTE: APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITYMNEMEMENNE
Lic.W # C-0243 AND/OR CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE. GRAPHIC SCALE — FEET SHEET 1 OF 2
Williams-Pearce and Assoc., Professional Land Surveyors, P.A. P. O. Box 892, Zebulon, N. C. 27597 SHEET
269-9605

Curve Radius Length Chord Chord Bear. Course Bearing Distance L66 S 87°48'24" W 26.90'
C1 25.00' 40.88' 36.47' S 17°25'27" W L1 S 27'44'38" E 102.54' L67 N 89°25'24" W 31 .05'
C2 413.84' 67.27' 67.20' S 68°55'27" W L2 S 24°26'23" E 100.67' L68 S 77'48' 15" W 24.71 '
C3 335.00' 80.87' 80.68' S 66°39'53" W L3 S 21'28'50" E 102.62' L69 S 46'28'54" W 44.63'
C4 25.00' 35.95' 32.93' N 79°03'05" W L4 S 20°12'50" E 62.25' L70 S 39°58'48" W 14.40'
C5 25.00' 21 .03' 20.41 ' N 13°45'27" W L5 N 89°31 '23" W 20.47' L71 S 32°19'13" W 17.28'
C6 50.00' 88.87' 77.63' N 40°35'01 " W L6 N 88°34'39" W 34.53' L72 S 51°25'02" W 14.56'
C7 285.00' 97.08' 96.61 ' N 17°28'19" W L7 N 86°11 '30" W 12.75' L73 S 79'13'35" W 35.12'
C8 50.00' 35.76' 35.00' S 68°00'30" W L8 N 77°47'22" W 16.68' L74 S 77°52'49" W 40.49'
C9 50.00' 35.76' 35.00' S 27°02 '01 " W L9 N 67°47'27" W 33.46' L75 S 73°52'25" W 22.68'
C10 50.00' 35.76' 35.00' S 13°56'28" E L10 N 65°33'36" W 22.17' L76 S 57°53'12" W 15.13'
C11 50.00' 45.04' 43.53' S 60°14'07" E L11 N 75°39'39" W 19.83' L77 S 67°22'02" W 51 .65'
C12 25.00' 21 .03' 20.41 ' S 61 °56'50" E L12 N 71 °17'28" W 33.74' L78 N 71 °47'29" W 9.55'
C13 25.00' 35.62' 32.68' S 02°57'54" W L13 N 80°35'59" W 31 .54' L79 S 68°17'46" W 27.42'
C14 335.00' 98.18' 97.83' S 35°23'11 " W L14 N 56°10'07" W 17.61 ' L80 S 80°26'46" W 15.42'
C15 335.00' 112.71 ' 112.18' S 17°21 '06" W L15 N 65°49'33" W 19.56' L81 S 61 °37'08" W 16.54'
C16 285.00' 123.52' 122.56' S 39°38'43" W L16 N 62°37'03" W 18.46' L82 S 85°43'05" W 12.88'
C17 567.12 ' 223.80' 222.35' S 40°45'34" W L17 S 85°58'52" W 10.09' L83 S 67°22'35" W 24.29'
Note: At the time of recordation, the roads identified as public were built to public road C18 368.32 ' 195.29' 193.01 ' N 87°28'59" W L18 S 21 °05'20" W 5.89' L84 S 83°54'42" W 21 .82'
standards per NCDOT. Roads identified as private were certified as complete by the
surveyor/engineer of this development. In each case, Wake County maintains no C 19 430.89' 95.45' 95.25' S 78°38'21 " E L19 S 13°33'38" W 16.23' L85 S 69°23'44" W 34.95'
responsibility for maintenance of the roads. C20 430.89' 81 .24' 81 .12' N 89°36'51 " E L20 S 54°24'33" W 9.06' L86 S 65°56'22" W 67.51 '
C21 25.00' 39.27' 35.36' N 50°47'14" W L21 N 75°11 '25" W 11 .46' L87 S 83°59'23" W 16.49'
Note: The road system shown on this plat includes one or more stub roads that are intended
to be connected to the adjacent property at such time that the property is developed. The C22 2427.48' 76.82 ' 76.82' N 06°32'37" E L22 N 73.'13'07" W 54.23' L88 S 64°01 '48" W 38.62 '
interconnection of neighborhoods with a road network ensures the efficient flow and dispersal of C23 361 .10' ' 98.82' 98.51 ' N 02°03'11 " E L23 S 68°25'44" W 10.79' L89 S 71°50'00" W 33.45'
traffic and provides for additional points of ingress and egress for emergency vehicles. C24 25.00' 21 .32' 20.68' N 34°19'10" E L24 S 39°29'03" W 15.00' L90 S 62°21 '50" W 38.64'
C25 50.00' 83.00' 73.80' N 11°11 '17" E L25 N 56°26'45" W 16.12' L91 S 71012'56" W 17.18'
C26 50.00' 45.97' 44.36' N 62'42'23" W L26 S 71 '32 '05" W 12.70' L92 S 67°38'08" W 73.16'
C27 50.00' 35.76' 35.00' S 70°28'11 " W L27 N 76'35'29" W 8.62 ' L93 S 73°24'05" W 16.92'
C28 50.00' 76.45' 69.22' S 06°10'40" W L28 N 38°25'28" W 11 .90' L94 N 86°11 '30" W 15.00'
NOTE: THIS MAP IS RECORDED IN BOOK OF MAPS C29 338.07' 35.02' 35.00' N 33°25'43" E L29 N 54°11 '13" W 16.51 ' L95 N 34°07'52" W 9.35'
2024 PAGE 162, AND BOOK OF MAPS 2024 PAGE 1091 . C30 25.00' 20.75' 20.16' S 13°51 '13" E L30 N 66°57'00" W 14.03' L96 N 14°25'56" W 23.16'
C31 411 .10' 23.41 ' 23.41 ' S 08°25'20" W L31 N 78°33'12" W 10.34' L97 N 28°42'56" W 10.23'
THE PURPOSE OF THIS RECORDING IS TO CORRECT C32 411 .10' 90.24' 90.07' S 00°30'04" W L32 N 84'04'38" W 22.01 ' L98 N 46°58'22" W 51 .65'
THE EASTERN DISTANCE ON LOT 22. ALL CERTIFICATIONS C33 480.89' 73.67' 73.60' S 88°36'05" W L33 S 05'47'14" E 82.62' - L99 N 50°38'33" W 26.88'
ON PREVIOUS RECORDINGS STILL APPLY. C34 25.00' 39.27' 35.36' S 39°12'46" W L34 N 61°36'35" W 12.92' L100 N 61°14'44" W 25.53'
C36 480.89' 123.52' 123.18' N 79°39'05" W L35 N 54°01 '12" W 27.47' L101 N 65'34'48" W 19.73'
C44 418.32' 124.58' 124.12' S 85°51 '32" W L36 N 62°06'14" W 14.24' L102 N 39°20'08" W 18.28'
C45 418.32' 97.22' 97.00' N 78°57'04" W L37 N 84°59'58" W 9.00' L103 N 26°26'52" W 18.86'
C46 338.07' 241 .51 ' 236.41 ' N 56°51 '42" E L38 N 52°25'06" W 24.06' L104 N 45°13' 12" W 18.87'
C48 370.07' 260.95' 255.58' S 57°24'34" W L39 N 57°48'13" W 19.32' L105 N 57°59'31 " W 21 .56'
I, Clyde T. Pearce, Professional Land Surveyor No. L-2481, C49 517.14' 73.57' 73.51 ' N 33°25'51 " E L40 N 80°25'36" W 26.13' L106 N 71°21 '58" W 17.00'
certify that this plat is of a survey of an existing parcel C50 517.14' 131 .38' 131 .03' N 44°47'29" E
or parcels of land or one or more existing easements and L41 N 67°18'56" W 35.93' L107 N 78°36'17" W 10.23'
does not create a new street or change an existing street. C51 335.00' 45.82 ' 45.78' N 48°08'41 " E L42 S 85°40'34" W 8.84' L108 N 85'23'09" W 34.68'
C52 25.00' 42.66' 37.67' S 86'53'32" E L43 S 56°12'32" W 27.45' L109 N 75°08'08" W 22.16'
For the purposes of this subsection, an 'existing parcel" or
C53 25.00' 21 .03' 20.41 ' S 13°54'59" E L44 S 40°26'51 " W 15.50' L110 N 79°03'56" W 19.15'
"existing easement" is an area of land described in a
C54 50.00' 66.00' 61 .31 ' S 27°38'12" E L45 S 82°39'24" W 13.25' L111 N 65°52'25" W 28.26'
single, legal description or legally recorded subdivision that
has been or may be legally conveyed to a new owner by ;,;,,.
C55 50.00' 52.00' 49.69' N 84°45' 15" E L46 S 53°12'30" W 9.22' L112 N 58°52 '08" W 16.88'
"'J C56 50.00' 45.66' 44.09' N 28.47'52" E L47 S 69°20'09" W 10.71 ' L113 N 67°54'24" W 34.47'
deed in its existing confi oration.i ,..A___A `,;4:: ,. 't0 ',:, C5750.00' 70.34 64.68 N 37 39 55 WL48S 87 35 05 W23.64 L114N 70 04 56 W33.33• 'i~S1='' �'� C58 25.00' 21 .02 ' 20.41 ' N 62°06'21 " W L49 N 43°20'56" W 10.57' L115 N 58°50'06" W 32.37'
z.
C59 25.00' 28.63' 27.09' N 05°12'09" W L50 N 89°53'16" W 22.30' L116 N 50°21 '20" W 11 .10'
SEAL L �`; e C60 335.00' 81 .49' 81 .29' N 20°38'14" E L51 N 69°35'59" W 19.04' L117 N 29°51 '25" W 35.84'
Clyde T. Pearce L-2481 s C61 335.00' 34.82 ' 34.81 ' N 10°41 ' 10" E L52 N 25°32'58" W 9.18' L118 S 29°25'09" E 75.80'
r L.-2481
:.-� :` ° ° '
: ,/,^ Css C62 285.00' 327.64' 309.90' N 40°38'50" E L53 N 06 03 37 W 7.30' L119 S 27 44 38 E 25.06
1 C64 463.84' 80.83' 80.72' N 68'35'20" E
� C� `�:•r_r � L� � L54 N 03°48'30" E 7.62' _L120 S 73°34'51 " W 93.52'
% ('�•' ""^�0 yL55 N 51 '33'09" W 11 .55' L121 N 37°51 '08" W 68.94'
C65 25.00' 38.68' 34.94' S 72°04 24 E
�f''41 T. .-,„,..' C67 361.10' 2.38' 2.38' N 05`35'54" W L56 S 88°54'31 " W 35.13' L122 S 37°51 '08" E 69.60'
'''r,."'"y"yi1"' ,�e C68 288.07' 235.63' 229.12' S 53°53'39" W L57 S 72°09'12" W 9.15' L123 S 65'56'22" W 23.01 '
WAKE COUNTY, MC 12 C69 50.00' 7.19' 7.18' N 82°05'00" W L58 S 89°40'36" W 11 .28' L124 S 65°56'22" W 44.50'
TAMMY L. BRUNNER C70 358.07' 253.66' 248.39' N 57°12'56" E L59 S 68'27' 16" W 23.79' L125 S 64°01'48" W 10.3.6'
REGISTER OF DEEDS C71 288.07' 112.95' 112.23' S 66°05'38" W L60 N 81 °57'40" W 24.57' L126 N 38°00'40" W 94.20'
PRESENTED & RECORDED ON
L61 N 70°05'22" W 25.24' L127 N 73°34'51 " E 93.52'
07/30/2024 10: 12:21 As a condition of record plat approval, the developer is required to L62 S 89°22'18" W 29.09' L128 N 05'47'14" W 82.62'
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I I 1111111
1111111
II construct stormwater device(s). The plat contains a disclosure statement L63 N 69°59'11 " W 33.54' L129 S 71"12'S6" W 13.12'
indicating the name, address and telephone number of the person L64 N 79°03'06" W 31 .28' L130 S 33'22'35" W 45.73'
responsible for construction of the stormwater device(s) and the deed
BOOK:BM2024 PAGE:01523 book and page of the recorded stormwater maintenance agreement. The L65 S 81°46'16" W 26.07' L131 N 67°05'39" W 89.82'
disclosure statement indicates that the County holds a performance L132 N 44°17'00" W 18.39'
guarantee to ensure completion of the required stormwater treatment. L133 S 44°17'00" E 50.78'
L134 N 84°06'08" W 11 .81 '
Before improvements are accepted for maintenence by the property
owners association or lot owner, the developer or the developers engineer REGULAR SUBDIVISION FOR
or other representative, as authorized by Statute, must certify to the
property owners association or lot owner and to the county that
improvements are complete and functioning as designed. LOT BY LOT Stormwater BMPs to be maintained by Johnny Watson Builders, Inc.
" I, CLYDE T. PEARCE, certify that this plat was drawn under
my supervision from an actual survey made under my supervision 19484 2551
C T T per stormwater agreement recorded in DB Pg
(deed description recorded in Book ,page etc.)(other), Notes: ROSINBURG GLEN SUBDIVISION
that the boundaries not surveyed are clearly indicated as drawn ��;��„+�^�r:eer,r. 1. OnlyNCDOT approved structures can be 194$4 2553
from information found in Book , page , that the ratio `ia rr, PP
of precision as calculated is 1:10000, that this plat was pre- �``� N '.a k '"., placed within the right-of-way. Maintenance documents recorded in DB Pg .
pared in accordance with G.S 47-30 as amended. Witness my eo`` �:,•''V E;y f`''•j(` �''' 2. All lots must be served internally.
original signature, registration number and seal this 30th 0 :' v /;.,: r . LITTLE RIVER T 0 WNSHIP
day of JULY A.D.2o24. s :'�- d5,:2 3. Sight distance triangles take precedence over
all other easements.
z. SEAL v " WAKE COUNTY
•
"' 4. Maintenence of the Public drainage Easements is the
/L/L� L 2481 ;` o responsibility of the underlying property owner(s). The
-- - y = C' ? easement allows NCDOT the right to access the drainage FILE: JOHNNY WATSON\ROSINBURG RD\FINAL SHEET 2
L-2481S' �,'::'r.41$ easement and perform work it deems necessary or NORTH CAROLINA Seal or StampRegistration Number r, ,L'`'••.,, ,..lR•,,. �� 2ND CORRECTION
%, c ••••• ��-i.� prudent to alleviate any issues jeopardizing the integrity
'',,,,4 T. Y''-00'� of the roadway. It is the responsibility of the underlying SCALE: 1 " = 1 50'
if`""`"°°""'"`�� property owner(s) to maintain the easement to
allow positive conveyance of storm water_ 150 0 150 300 450 DATE: 07-30-2024
5. Property frontage shall not be piped without an U • • U MINM
•
U U SHEET 2 0
approved encroachment from NCDOT.
GRAPHIC SCALE - FEET
Lic. # C-0243
Williams-Pearce and Assoc., Professional Land Surveyors, P.A. P. O. Box 892, Zebulon, N. C. 27597 Tel. (919) 269-9605