NCC243384_Site Plan or Location Map_20241031

BKBM2024PG01563
CERTIFICATION OF REVIEW BY LICENSED SOIL SCIENTIST Curve Table
MINIMUM BUILDING SETBACKS HATCHED AREA DENOTES FLOOD HAZARD SOIL
I HEREBY CERTIFY THAT LOT(S) _� _SHOWN ON THIS WAKE COUNTY R-30
PLAT FOR LANE RIDGE SUBDIVISION Curve Length Radius Delta Chord Brg. Chord Dist.
AS INDICATED BELOW WITH RESPECT TO MINIMUM LOT REQUIREMENTS SET FORTH - FRONT = 15' (SEE NOTE) S.R. 1010
IN SECTION V OF THE REGULATIONS GOVERNING SEWAGE TREATMENT AND - SIDE = 5' (SEE NOTE) NOTE: C1 119.93' 300.00' 22'54'15" N4° 12' 13"E 119.13'
DISPOSAL SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. - REAR = 15' (SEE NOTE) BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN * , THE BUILDER o ➢
BASED ON THIS REVIEW OF EXISTING SITE CONDITIONS THE LOTS NUMBERED - CORNER = 15' (SEE NOTE)
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY C2 4.51' 300.00' 0°51'42" N16° 05' 12"E 4.51' Z N
ABOVE ON THIS PLAT WILL PRESUMABLY MEET THESE REGULATIONS. ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR Z o Z o 1 \
NOTE: NO DWELLING SHALL BE LOCATED WITHIN (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. C3 81.15' 300.00' 15°29'51" N39' 50' 20"E 80.90' n ' '' o!/�
30' OF THE PERIMETER OF THIS SUBDIVISION THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE . I co A
I HEREBY CERTIFY THAT LOT(S) -- _ SHOWN ON THIS REGARDLESS OF THE SETBACKS LISTED ABOVE. AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT C4 82.44' 300.00' 15°44'44" N55' 27' 37"E 82.18' 0o N
PLAT FOR LANE RIDGE SUBDIVISION BEEN REVIEWED AS APPROPRIATE AND AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY 25 p (''' D O
o =
OS Z m
AS INDICATED BELOW WITH RESPECT TO ALTERNATIVE REQUIREMENTS SET FORTH 20' PUBLIC DRAINAGE WAKE COUNTY AND/OR F.E.M.A. C5 95.16' 300.00' 18°1O'28" N72° 25' 13"E 94.76' r
IN SECTION VI OF THE REGULATIONS GOVERNING SEWAGE TREATMENT AND EASEMENT ON LOT 23 z Z o S m
DISPOSAL SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. 20' PUBLIC DRAINAGE & ACCESS C6 47.14' 300.00' 9°00'10" N86° 00' 32"E 47.09' o Z SITE •
BASED ON THIS REVIEW OF EXISTING SITE CONDITIONS THE LOTS NUMBERED LINE TABLE LINE TABLE EASEMENT ON LOT 15, 16, 17, 18 i r
ABOVE ON THIS PLAT WILL PRESUMABLY MEET THESE REGULATIONS. C7 264.10' 275.00' 55°01'33" S62' 59' 51"W 254.07' _ o -
PRELIMINARY CERTIFICATION DOES NOT REPRESENT APPROVAL OR A PERMIT LINE BEARING LENGTH LINE BEARING LENGTH LINE TABLE Z
FOR ANY SITE WORK, NOR DOES IT GUARANTEE ISSUANCE OF AN IMPROVEMENT C8 91.36' 275.00' 19°02'04" S25' 58' 02"W 90.94'
PERMIT FOR ANY LOT. A L1 N7°46'44"E 0.31' L5 N74°21'44"E 52.04'
NAL SITE APPROVAL FOR ISSUANCE OF IMPROVEMENTLINE BEARING LENGTH co BANKS RD.
PERMITS IS BASED ON REGULATIONS IN FORCE AT THE TIME OF PERMITTING AND C9 39.27' 25.00' 90°00'00" S28° 33' 00"E 35.36'
L2 S1°34'45"W 26.13' L6 N71'08'15"E 54.01' LA
IS DEPENDENT ON SATISFACTORY COMPLETION OF INDIVIDUAL SITE EVALUATIONS L65 S42°08'41"E 183.39' N S.R. 2724
FOLLOWING APPLICATION FOR AN IMPROVEMENT PERMIT DETAIUNG A SPECIFIC C10 36.34' 25.00' 83'16'51" S64° 48' 35"W 33.22' 0
USE AND SITING. L3 523°58'17"W 31.07' L7 N58°02'09"E 70.99' L66 S45'29'49"W 188.15'
C11 32.25' 275.00' 6°43'09" N19° 48' 35"E 32.23'
ANY CHANGE IN USE OR ANY SITE ALTERATION MAY RESULT IN
L4 545°46'25"W 28.07' L8 N61°46'35"E 56.24' L67 N88'17'02"W 172.95'
SUP N OR REVOCATION OF APPLICABLE PERMITS. C12 75.01' 325.00' 13°13'26" S23° 03' 43"W 74.84'
VICINITY MAP NTS
�
" �,/ L9 N61'46'35"E 38.42'
A 4 t cyI/A- 21 L68 N1'42'S8"E 20.00' C13 105.97' 325.00' 18'40'S6" S39' 00' 54"W 105.50' I
N.C. LICENSED SOIL SCIENTIST (SEAL) L10 N58'02'09"E 72.64' L69 N88°17'02"W 164.42'
Ts�� EIP 1' (CONTROL CORNER) A PORTION OF THIS PROPERTY IS LOCATED IN
NO LO vE o� TY WATER SYSTEM AND C14 106.21' 325.00' 18°43'28" S57° 43' 06"W 105.74'
�D�DAL � NC GRID COORDINATES L11 N71'08'15"E 56.86' L70 N45'29'49"E 160.42' A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE AE)
, F (NAD 83/2011) - C15 132.90' 325.00' 23°25'47" S78' 47' 44"W 131.98' A PORTION OF THIS PROPERTY IS NOT LOCATED IN
C. ,�`ADA� y� N = 690,414.620' L12 N74'21'44"E 64.32' L71 N42'08'41'W 164.11, f A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE X)
2 `' n.5 >A y `s �' E = 2,095,234.070' C16 133.65' 250.00' 30°37'52" N75° 11' 41"E 132.07' REFERENCE: F.E.M.A. COMMUNITY PANEL NO. 3720069800K
Q' �� '�� �o'' N27'06'01"E PERMANENT LANERIDGE SUBDIVISION ' EFFECTIVE DATE: 07/19/22
V J� LOT 73 C17 205.65' 250.00' 47°37'12" N36' 19' 09"E 199.85'
.. -- OPEN SPACE PHASE 3 l
42.23 LOT 72 LOT 71 A PORTION OF THIS PROPERTY IS NOT LOCATED IN
J A.
01 1• ' /58273' " 87,1 Acs. B.M. 2000, PAGE 2298-2300 C18 100.81' 250.00' 23°06'10" N1° 12' 28"E 100.12'
A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE X)
'' '' Q i 16 E./ 25' TREE & VEGETATION I / REFERENCE: F.E.M.A. COMMUNITY PANEL NO. 3720069900K
y i 'Z 20' PDEpT C19 377.70' 100.00' 216°24'23" N26° 33' 56"E 189.99'
NA ._ 1`EIP r _ pr--25 _ L1 PR ECTION ZONE ' f / EFFECTIVE DATE: 07/19/22
�- ? _ 2.08' I / C20 250.62' 100.00' 143°35'37" S26° 33' 56"W 189.99'
9�F 1241 4° ��r���'�f�-�o/// - _�` - 131.28' s �801 l / LOT 70 / LOT 69 STORMWATER CONTROL AND MANAGEMENT
OE H �.� �h /�`- � o = - 100,81_ _ 1" EIP f 582.14. / TROTTER DRIVE \ ` LOT 67 IMPERVIOUS CALCULATIONS
NORM i .I 0 100.80' 41 E1
LOT 98 kj / // o _ 50' PUBLIC
�y / N v a _ 59•83' 4384, R/W ' 1 IMPERVIOUS AREA PER LOT TO BE LIMITED TO k3,UUU S.FJ
" 20' PERMANENT �/ / \ c> ao _-._. THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY.
REFERICES• CONSTRUCTION & \ z _ _ wr 437. '
/ i/ \ r` rn '�cr _0 341. 96 WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS.
31' 1" EIP
1. D.B. 13392, PG. 1291 MAINTENANCE EASEMENT / ;/ \ c. i� 5038105 N N 3p' PERIMETER r - - _ _ _ 582 ' !
2. B.M. 1949, PG. 66 p4F I;// \\ �oo•��o'\ WELL I,,.� I� '� oo QUILDING SETBACK , 52.14' 71 31"E
3. B.M. 1982, PG. 612 \ ��N I;/ I �a EASEMENT #1 g ,n o 1 0.66' 0 25 TREE & VEGETATION '1" EIP
4. B.M. 2003, PG. 2175 \ nj DEVICE#3 I O.72 Acs. C' 'a ro 34,283 SF. - =.-PROTECTIpN
5. B.M. 2023, PG. 1445 \ Al /�/ WET POND / PREVIOUSLY RECORDED c _ S82°15'28"E 0.79 Acs. oo _ 'SKIN E -_•_Z_ON_E _
/�\ // B.M. 2023, PG. 1445 MISA=8,000 SF. ,o U o 14 3
6. D.B. 19424, PG. 1472 � - -.._.
7. ALL DEEDS AND MAPS .. . 305 / \ 29.82 340.g1' Q U`Ij +
1" EIP �N /� \ \ �j 311.09' 36,702 SF. Iwo i fr) h
WITH ADJOINERS. ,/ / 1'� \ \ 6 5 4 , 0.84 Acs. wti1. to M LEGEND
8. WAKE COUNTY GIS. , +� NN �h \ \ MISA=8,000 SF. g�/ram. N • EIP = EXISTING IRON PIPE
h -5 7 37,235 SF. 35,945 SF. 35,171 SF. r' 1
LOT 97 4�,go
/; 576 54¢1 E \ �c�6\�$0 �Ns\\ \\\��' 43,236 SF. MISA--88,000 SF.MISA=83000 Acs.
SF. MISA=8,000 SF. 30,100 SF. �,N 57322'74 e o o lr N • ERR IRON EXISTINGIPE SET
RAILROAD SPIKE
\ +� 0< qy / 171. o \ \to. 0.99 Acs. co 0.69 Acs. ,�-' _1 CO =
LANERIDGE SUBDIVISION \ 1•.^ co;/ 81 \ \\� \\ \ MISA=8,000 SF. W CALCULATED
PHASE 3 \ \ co o 26 r • EIS = EXISTING IRON POINT (NOTSET)
\ ry .// N\ \' �= \ \ 20' UTILITY & 0 o • M y MISA=8,000 SF.mow v j -,, o•g2.m1.3p
PERMANENT i •• ERB = EXISTING REBAR
1' EIP co/ \ ACCESS EASEMENT o N A 1116
^ ,. OPEN SPACE' i • ECM = EXISTING CONCRETE MONUMENT
B.M. 2000, PAGE 2298-2300 2 `� C'- \0 8 !z \ �� o 3 MAIL �i
cS' v \ �®\ \ o to o cv �� �� KIOSK
4v v �/° G\ \ 30,850 SF. \ \ r� o r� o, 31,818 SF. s. I > 10'
LOT 96 / �7. ��\ \ 0.71 Acs. \ \ o z o �' 0.73 Acs. 7�,, 32,258 SF. I ti �--PERMANENT � = POWER POLE
�N ,�� 9 cn c�\ \2 MISA=8,000 SF. ,� w MISA=B,000 SF. /y tiS 0.74 Acs. I , I EASEMENT OHE = OVERHEAD POWER
s.. \ 1= 9° I
I..'ry0 / .�Q- F 37,274 SF. c(co\ \„D I I NC.) 7>. 1 I AROUND z = CENTERLINE
. i 4w,O 0.86 A cs. Tin v\ \`S 0 I I'm 150361 O°' SO„ ! c� I i
CEMET R o
^ //� MISA=8,000 SF. . .�,?�\ \ .• 6 I I o 531.35' ° I r '"
m \s. ® 150321 150281 150241 N89°29'23"W 5020 o ly �= R W = RIGHT-OF-WAY
25' TREE & VEGETATION �/ / Q �\ o; I \g 1 ti Z N/F = NOW OR FORMERLY
PROTECTION ZONE \ ?' /,,,, o Z-+�\ \\� C15 I z 135.52' 100.00' _ 99.93' 100.01', 95.90' C -,,,`!! o
a� ^I M.F.F.E. = MINIMUM FINNISHED FLOOR
1" EIP / M� �j \\ \ O O = Co, \� s 15 j to �o ELEVATION
4/ ^0 / ( 10 TROTTER DRIVE - �\ �\-'• 43,920 SF. 2g r �'' P.D.E. = PUBLIC DRAINAGE EASEMENT
\ \ LOT 95 �/ 9s, �k 50' PUBLIC R/W cP �� 1.01 Acs. ?96' lj W,cu NRB = NEUSE RIVER RIPARIAN BUFFER
\ \ !' ^�;/ 36,317 SF. G - e 6 6 - C5 r'o° (' �/ MISA=8,000 SF. `�� (MEASURED 50' FROM TOP OF
t. Ng0° 0.83 Acs. 143.39' 150.60' 150.53' 86.83' C6 . I moo. 16 \\ \� �. ► to Q. BANK ON EACH SIDE)
h i 26, MISA=8,000 SF. s • �
\ �,/ 30., % G'I 531.35' 150331 15025f o,. 40,334 SF. \� \s ••R GATE - N 0000 = WAKE COUNTY ADDRESS
2�11 c\ N89°29'23"W \ a;o r
/ 15037J 0.93 Acs. >`;gf i MISA = MAXIMUM ALLOWABLE IMPERVIOUS
\ ` / •, �� 150211 MISA=8,000 SF. > > �!- ! SURFACE AREA IN EACH LOT.
1" EIP 30'� 23 G w !t.�i w ,,I / / -v`"i1.
i `.S co 00 b i� i� i� // / wo I NOW OR FORMERLY
8' 22 21 � 0 20 M � 19 "' � 18 � "' 17 G� �z�� "' V
j/
LOT 94 ii/ rn "in o pj p p 6 �o/ / P o r N.C.D.O.T. WETLANDS MARKED BY OTHERS
p� 'o; 11 30,100 SF. 30,186 SF. a°o, 30,014 SF. "� 30,116 SF. r 0 30,342 SF. o N 30,631 SF. N.
/ // �r ,.c-- it 0 D.B. 17314, PG. 376
h`./ 0.69 Acs. o o NF, cv
/ 33,371 SF. Ui 0.69 Acs. o r 0.69 Acs. 0.69 Acs. O. Acs. N 0° 0.70 Acs. o• / /� c) 5 O r
i/ 0.77 A cs. �N MISA=8,000 SF. MISA=B,000 SF. z MISA=8,000 SF. z z �n / /�6 \� os �� �.
SSMISA=8,000 SF. MISA=8,000 SF. MISA=8,000 SF / 0� 5 !
PERMANENT �'= s� . MISA=8,000 SF. c �° / 5 , 1 =Disturbed Acres
33337' V� 76 SOS BUILDING RSETBACK 30' PERIMETER L69 // / p eCY 9' - N
OPENSPACE i/ E 2Q 6� � -•-.-._._. _._._._._._._._._._ _ _ _ _ _ _ BUILDING SETBACK _ _ml�_ //` '`L� P f AO --�
66,972 SF.� ,--� 20' ,. ,, 2 c,, _.�.• . - _
'�M CNS°£Rq 2S 6 a 23 ivt 69.27' �c? 151.47- - - - - - - - - - _ _ '_ ___�_ ._ -.
1.54 Acs. / q/ o T 'y,yF O• 1' n 162.46' 150.54' Ls7 - - � - - - - -t w
/ R FORMERLY
/ /i/ NTENq 0ECE N�4, \� f' . m ;� 55,918 SF. ijl 1;'' 1,088.34� O O 166.40' M 24.4T 179.09' °'•,� vo 209.10' NOW N.C.D.O.T.
i/ ASFMfiVT y\ ,� 00 1.28 Acs. a;�j3p, EIP 25' TREE & VEGETATIONS , „ D.B. 17314, PG. 376
LOT 93 1 / N . MISA=8,000 SF. ti m�� 1 PINCH-TOP PROTECTION ZONE N88 59 03 W 1" EIP '
O
' 1 M.F.F.E=344.34r ci r •
FINAL PLAT SHEET 2 OF 3
� / g I
= 40 / DEVICE#1 li co �� w�rjj rn 3 50' RIGHT OF WAY
�•' a 20' PAVEMENT
to •� `' k WET POND \ z�i M N NOW OR FORMERLY --8' ----6' 6-
a 4 `V i I \ b o �;..� CL
a M O 3 / \\ ���v� I r7��V$ `v FORREST AND DELORES BALL 10' 10'
� , , i�. g _ mlr. , N D.B. 2580, PG. 331 LANERIDGE ESTATES SUBDIVISION
CC A Q t0 ^� 1 �\ N tv 4`4r .� t+ EA fl. ". /+°v�+i r. S9.58 PEA,Fr 1
// ' NRe )�Co / ERAPHIC SCALE �...::::..:......::.: P
_ = WFa a try 20' \ /
" � I `�o �9 co MPS 8" CABC �P A CLUSTER SUBDIVISION
/; PpE `\ 20 PUBLIC DRAINAGE f/ N N 1" l2 i 25' TREE & VEGETATION ioo O 5o 100 200 21 CUT
I- 0�4 0 v �., /S7s2\9�\J\=& AC�S� €A;EMENT i icr I��S� '�6�i�/�1� •!j uo
- PROTECTION ZONE FILL RESIDENTIAL STREETS LOTS 1 THRU 37
_ TYPICAL CROSS SECTION
O J W F- Cu m / / \� \� ��'^'� - •c) ! �� i L1� �jl N NTS PANTHER BRANCH TOWNSHIP NORTH CAROLINA
r c i : - __,e 100' NRB ,/ �� .29g 6g'� v v ° '2. 100 YEAR H/W ( IN FEET )
W En rn W _ „ EASEMENT WAKE COUNTY OWNER
Y = CD W 1 ]C / LOT 13 ��'PpE >� "� z k 9 '63.g4. ELEVATION=343.34' 1 inch = 100 ft. OWNER
3 ¢ a °C 93 = 0 / SEE SHEET 3 1 ,W. o ,, i N7 1 BC LANERIDGE ESTATES LLC ZONED R30 P.I.N. 0698-48-6568
m ����� LOT 12 U �� Ciit, , 333,00„w , 00,11114,,,, 336 JAMES RECORD RD. SW
SEE SHEET 3 „ SO. PU ` .� �p •,\\���j� CARD, HUNTSVILLE, AL., 35824 STEWART-PROCTOR, PLLC
1 N66°49'51"W ;,, 169 N7 R/ E' N ��F O �oFEss/o, Drainage Easement Notes: ENGINEERING and SURVEYING
50.00' / 87' p h Q 9� Easements for storm drainage shown on the plat are not made to Wake County
/ C10 N73.3 `0 M _ but are irrevocablymade to the subsequent owners of anyand all of the ( LICENSE NUMBER P-0148 ) )�
30
q FILED FOR REGISTRATION /
4 / LOT 24 Op°'by '� _ SEAL properties shown hereon for their use and benefit public acceptance. It shall be 319 CHAPANOKE ROAD SUITE 106
the responsibility of the property owners to maintain the drainage easements and TAMMY L. BRUNNER
Q , SEE SHEET 3 i! L-8621 any drainage structures therein, so as to maintain the integrity of the drainage REGISTER OF DEEDS RALEIGH, NC 27603
\s\ 30' < TEL. [phone] FAX [phone]
2- 9 q• ' ' system and ensure positive drainage. Easements may not be piped without WAKE COUNTY
%,�•� SURV 6. \: receiving plan approval from Wake County.
?, H p DATE 06/10/2024 SURVEYED BY RBJ DWG.
RIDGE E
ii'lfil I1111`c\\\ I Note: BY: ASST/DEPUTY SCALE 1"=100' DRAWN BY MSR PLAT-SHT 1-
f �� t w At the time of recordation the roads identified as public were built to public road 05-28-2024
�0 `' standards per NCDOT. Roads identified as private were certified as complete by the TIME
BOOKOF MAPS 2024 PAGE surveyor/engineer of this development. In each case, Wake County maintains no REVISIONS responsibility for maintenance of the roads. PLG-4960-2024

WAKE COUNTY; NC`,, 12 to
TAMMY L. BRUNNER coo
REGISTER OF DEEDS K
N
PRESENTED S RECORDED ON N
BS/AG/2024 11:06:37
11111110111 I I III II 1111.11,-
. 800K:BM2024 PAGE:01564 _,
A PORTION OF THIS PROPERTY IS LOCATED IN
- HATCHED AREA DENOTES FLOOD HAZARD SOIL A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE AE)
A PORTION OF THIS PROPERTY IS NOT LOCATED IN
S.R. 1010 A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE X)
NOTE: / REFERENCE: F.E.M.A. COMMUNITY PANEL NO. 3720069800K
Zo m BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN * , THE BUILDER 1/ EFFECTIVE DATE: 07/19/22
m z N MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY _
F1-0)3 om ZA 0 z ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR `-,-���_�/ _ A PORTION OF THIS PROPERTY IS NOT LOCATED IN
1- -<' r- w n (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. J •
I con) • \ THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE / �p• NRg�� A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE X)
o N .. _, 0 AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT �......04(20, \\ OPEN SPACE REFERENCE: F.E.M.A. COMMUNITY PANEL NO. 3720069900K
_ 0c z� > o AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY ---' 4'OF \ SEE SHEET 2 i EFFECTIVE DATE: 07/19/22
0 m xi m 0) WAKE COUNTY AND/OR F.E.M.A. _�" is S7$2p.1 A 1 ` EIP
I z SITE SD 0 LANERIDGE SUBDIVISION O23 z O -i�/ ps 8$___1,,.?
E -.4
�nl��j ��►'�, / �I0.,20 PDE � PINCH-TOP
PHASE 3 0!' !\--� / LOT 23
o - D = LINE TABLE ry _ / 100' NRB 9o.i �` ,2g
B.M. 2000, PAGE 2298-2300 8 8.
z N 3 /�� 6 r 68• o ,j' SEE SHEET 2 •
o D LINE BEARING LENGTH 0i �6�E-? �91 „ ^? o 7
1 83' 3c �v
o BANKS RD. Co L20 N66°49'51"W 50.00' LOT 93 Rio /i/ JZO P6a 31.1s' L25 i) o ti ` c�V zo
c 25' TREE & VEGETATION oo' i/ 13 , Cft ti
S.R. 2724 PROTECTION ZONE ^ C45 ' ,p�� N yr
No L21_ S68'18'41"W 43.84' 6R/ST p \ +� 30.�1 Acs. w 20 SF. �Lss 2 ' : s0'P�jB 4
L22 S67°30'09"E 8.19' SO' '11Fq ,�� �/MISA=8,000 SF. o, 31,761 SF. �20 '' N73 33, [7C R/44/vE
/'C76 OOIti - O `� 0.73 Acs. / C25 Op"W
L23 S67°30'09"E 3.95' �/C �R/ E ^� 23 o d MISA=8,000 SF. 16 8j ;�
VICINITY MAP NTS R/w � U) � 4 24 9,
I L24 S68'18'41"W 48.74' ZN % Z O DIx o® I�
7•�\ moo. C' ' p� G Q 0 Oti
Curve Table E7p 39,788 SF. o'
L25 N16°27'00"E 9.07' p 74> --/ �(��\G i3 `
Curve Length Radius Delta Chord Brg. Chord Dist. 30' PERIMETER i 0 Q`) 0.97 Acs. I!i
BUILDING SETBACK . L22 C43 4L MISA=8,000 SF. Ij co
C25 36.34' 25.00' 83°16'51" S64' 48' 35"W 33.22' 20' DRAINAGE LOT 92 +� 3p,./• C'gj \2t' h SR2 I N
EASEMENT ON LOT 34 *) F\ / 60 f `�
C26 123.86' 325.00' 21'50'10" N34' 05' 15"E 123.11' ry�nj / �'1 7'• Ij
LINE TABLE \ '.' Q) i// % 1 C 7,9 /j
C27 132.20' 325.00' 23'18'21" N56' 39' 30"E 131.29' o 44 i• pc) i/ z o_ 8> f
° ° 25 Ij REFERENCES
LINE BEARING LENGTH o' i �X
C28 39.27' 25.00' 90'00'00" S23' 18' 41"W 35.36' L •
ry 0) / 01\ 26
J 2 / 36,233 SF. 2 I!
L76 S57'15'29"W 74.88' '0 (b� i/ 37 C40 �� ���' C28 0.83 Acs. `S• 1 3 1. D.B. 13392, PG. 1291
C29 59.52' 325.00' 10'29'34" N16' 26' 32"W 59.44' LOT 91 - ' (O i 38,529 SF. 1i� II ; 2. B.M. 1949, PG. 66
L77 S67'55'25"W 64.26' co i/ MISA=B,000 SF. N
r� 0.88 Acs. h ° '\ 2 6 0 3. B.M. 1982, PG. 612
C30 168.84' 325.00' 29'45'56" N3' 41' 13"E 166.95' , r' `3 4. B.M. 2003, PG. 2175
CI 1" EIP / MISA=8,000 SF. h 70 • 6 lQ
C31 23.55' 25.00' 53'58'05" S8° 24' S1"E 22.69' L78 S82'12'05"W 64.31' Q� P o' v, og r3 / N
C32 4 »W 4 L79 Ss2'12'05"W 47.72' � op Q to
O �<b• // ,/^O oo' '' o O 'I milt)
6. B.M. PG. 1445
= o' + i/ > >. �r 0 W �; N�0 �QI 6. D.B. 19424, PG. 1472
72.85' 60.00' 69'33 8 NO° 37' 00 68 5 ,\, �O r., i/ c, s ,, �_ �z 305' �Ij y 7. ALL DEEDS AND MAPS
L80 S67'55'25"W 59.89' kl O . N6 O o' 'o 26 �uWi "�
C33 44.92' 60.00' 42'53'58" N55' 36' 53"E 43.88' - ' ! 2' 0) c' �- 9= c ¢ Li,
°' WITH ADJOINERS.
qi ' i 39s .7 �z m c. Q 39,924 SF. if "I I `� 8. WAKE COUNTY GIS.
L81 S57'15'29"W 64.01' ^ i/ 1S0 4(7, ^� 36 o o' O.92 Acs. a li
C34 86.32' 60.00' 82'25'56" S61' 43' 10"E 79.07' �ry h i/ 7�' 44,085 SF. • 6' °= f
20' PUBLIC DRAINAGE \ '�' 1 Acs. '. �_ �_ MISA=8,000 SF. �I.
C35 97.43' 60.00' 93°02'28" S26' 01' 02"W 87.07' EASEMENT ON LOT 12 \ 7/ J MISA o8,000 SF. �� O �, ® mI!
C36 14.82' 25.00' 33°58'03" N55' 33' 15"E 14.60' LINE TABLE \ ii/ C39 70 N79,43'55"E it
1" EIP i/ w v 287•12 Ii NOW OR FORMERLY
C37 8.73' 25.00' 20'00'03" N28' 34' 13"E 8.68' LINE BEARING LENGTH NS 32
C38 190.19' 275.00' 39'37'33" N1' 14' 35"W 186.42' L64 S64°44'03"W 127.18' LOT 90 /�/ 7365926, 21 94 5�126 q2 1 27 I ji ') FORREST
2580, PG.AND R331 ES BALL
•
r o
C39 3.04' 275.00' 0'37'58" N21° 22' 20"W 3.04' L65 N25°15'57"W 20.00' h !/ 6s,/�4 35 - co 40,077 SF. I
//lb / ��� "` 32,685 SF. 00 ,: 0.92 Acs. ''471 _ 25' TREE & VEGETATION
C40 3.96' 225.00' 1°00'27" N22' 11' 33"W 3.96' L66 S64'44'03"W 103.28' �10. c i �� MISA=8,000 SF. PROTECTION ZONE
�O / - �i��6 4.30' 0.75 Acs. - �. /f
C41 175.95' 225.00' 44°48'23" N45' 05' 58"W 171.50' I \ 24.46' �V� ---�a0- SSB, MISA=8,000 SF. � - r '°
0' DRAINAGE 3g• o
C42 170.14' 275.00' 35'26'53" N49° 46' 43"W 167.44' I LOT 89 \�'_-L9- /��� EASEMENT 22323`3"<<` , 2"I': I LEGEND
I L78 6' 0) Ni'v1' °$ • EIP = EXISTING IRON PIPE
C43 34.75' 25.00' 79'38'03" S71° 52' 18"E 32.02' 25' TREE & VEGETATION . 3' METAL FENCE 34 o g1 67 30 • ERRS = EXISTING RAILROAD SPIKE
I PROTECTION ZONE ") / ENCROACHMENT u 2 /f
C44 216.67' 275.00' 45'08'32" N45' 44' 25"E 211.11' // 75,649 SF. c ,�_ f o = IRON PIPE SET
,_-• / 1.74 Acs. ^D A, I1 o CP = CALCULATED POINT (NOT SET)
C45 32.25' 275.00' 6'43'09" N19' 48' 35"E 32.23' /� MISA=8,000 SF. S71'25'49"E ;, 3 28 /j • EIS = EXISTING IRON STAKE
S)1 59.27 N 45,960 SF. I' • ERB = EXISTING REBAR
WETLAND CALLS 30i 2$49" �i 1.06 Acs. .10
■ ECM = EXISTING CONCRETE MONUMENT
LOT 33 +� ./�� c,� "�° t
of 'o MISA=B,000 SF. j = POWER POLE
`V %� o L7 lj N OHE = OVERHEAD POWER
LINE TABLE 1" EIP Ai ^uj�i/��� i':-: �i /i = CENTERLINE
LINE BEARING LENGTH ^ i�/Q<"• •• * 4439 d' O ,. I% R/W = RIGHT-OF-WAY
748 ry i/° o� 33 8 h N/F = NOW OR FORMERLY
L30 N11°56'50"E 51.02' S62.3 49 1" EIP 2. MJ\ \ N745 If tN M.F.F.E. = MINIMUM FINNISHED FLOOR
S 7 // o 64,073 SF. tj 2 28"W fir ELEVATION
9" 1.47 Acs. <v :� 252.L31 NO°21'23"W 28.29' Q E Il ' EIP i N 3 76' r ^NS-
P.D.E. = PUBLIC DRAINAGE EASEMENT
ct562°46'S3"E 40! 7334'4p., MISA=8,000 SFD , J n g I' NRB = NEUSE RIVER RIPARIAN BUFFER
L32 N54°10'02"W 26.16' Q 27.65' (TIE) �!/ W �/ J e ;,,,, V,Q 29 Ii I (MEASURED 50' FROM TOP OF
ce 46 co IBANK ON EACH SIDE)
L33 S32'26'16"W 67.12' Q,Q \ O i $9 , 2 O 39,118 SF. I!I
(- o g fit PERMANE 2 A o N CO O.90 Acs. I j 0000 = WAKE COUNTY ADDRESS
L34 S3°32'00"E 23.54' Q Z ,� i L34 4� 1 N f
° �� i/ 148301 OPEN SPACE 4. C37 N' MISA=8,000 SF. I. v� MISA = MAXIMUM ALLOWABLE IMPERVIOUS
30' UTILITY & PUBLIC DRAINAGE Z4/cz- ,,,i/ 165,519 SF. ///�® 9653, �-ab Ijr SURFACE AREA IN EACH LOT.
<C,Q.., '` 100' RAD. _ 3.80 Acmes,--- u�
& ACCESS EASEMENT, 20' ° / , lV7 /i " j
UTILITY & ACCESS EASEMENT ���_7 0 FUTURE WELL �'' ' A // 7 P Ci in 269
°r103"w Iir / WETLANDS MARKED BY OTHERS
LINE TABLE =o / 7 7 148281h C36 k. C31 08 r
v / DEVICE#2 �7 V.: 20''POE & I!
LINE BEARING LENGTH tv/:. Zry� i�/ '" / , -.WET POND /� 1I •..ACCESS _60' RAD. M 1 WETLAND CALLS
Q / 0 7 EASEMEN v 30 I j LOT 31 & 32
�� ECM o, Iti E.
L82 S69'29'48"W 43.53' Q -'- I % / , 15.12' 38,109 SF. f
�, ` J LINE TABLE
L83 S79'25'54"W 28.98' 2�' / \ ' - / / , vet . 0.87 Acs. f
° M e\� \\� . / /_. J _ �-5 5677 MISA=8,000 SF. Iir i' LINE BEARING LENGTH
,A •
»'���
L84 S69'29'48"W 212.55' O� / ��� �� ' �y'-'- /�� ¢ �g3 C3g G 8 j Ii,
FEMA ry / ,. „ �s k-(C\ � -- / - 3286 7 F I L35 S84'15'57"E 99.29'
L85 N25'59'20"W 120.21' FLOODWAY ,\ , \ ��, - g
Ul
I.
,� ,/M ,\,��,� �-' J �-'�,ark, ,, 30' UTILITY & PUBLIC � I i L36 S74'52'12"E 19.07'
RB � /� - rS
9 q8 DRAINAGE & ACCESS 2S i
N '',4, 5 5y 2 EASEMENT . 8 I! L37 N76'24'24"E 65.58'
R/4, 10° \ ;�' / // /�s,b1:,/ � ` 0 31 84'% +� / / / -,. PGE., / 20 UTILITY &-:. 3?.
t
ACCESS EASEMENT 32 `° �' S0,453 SF. r • L38 N81'56'47"E 61.96'
\ \\ ,0'� ,.� 0Rp1N / / o c�. 1.16 Acs.
0
0' °, c, MISA=8,000 SF. I/ i L39 N87°16'50"E 38.41'
py� , �O // / 2 / 160,880 SF. L50 I
.3 ` 3.69 Acs. /i L40 N72'03'28"E 85.42'
\ O / 3 MISA=8,000 SF. a, �� ""76 1
` r \\ _ u� N. 25' TREE & VEGETATION
ry / , N `'/� �I L41 N73°47'15"E 60.56'
O I`\ \ . co N. `` j �K L45 Li PROTECTION ZONE
\ _ I N68'32'32"E 10.93'
/ c o�� �52 L48 �.., Ir L42
X
�, `n L55 5 y S. ' ti, /! L43 N58'56'44'E 82.75'
/ �,. co
�° ``� 28g 49 , U "\L62 L61 L60 2-1 L56 a L54 �� �1, V�2` �o lire L44 N53'29'00"E 32.49'
-91 \� \ L59 �/� `'o a c�II co
Q/� \ $5 ` =_ = �6� /, / VAO u �j M olrl L45 N56'15'46"E 7.91'
\ EIP 1' (CONTROL CORNER) \� O L35(TIE)' L39 " 0� .o m r L46 N57'37'13"W 16.89'
r NC GRID COORDINATES E , . L38 /.
L3?; `' 4 \ co u4.. I
-(HAD 83/2011) 0 V -- Lie VI.
o f L47 S42'47'39"W 52.04'
N = 688,243.252' 100 T 80 \ I j
E = 2,094,115.184' � L Cp 3p• J L48 N66'38'35"W 14.50'
\ \ C A u &L 7-, \ BUILD!PeR1MfTE i3p`
\ j po 6 �.,NG SETBgR I j L49 N5'55'22"E 50.45'
.\ 'pl.
28. c„ �Ck I L50 S46'08'25"W 22.71'
AS,FEMA pI �`'E E ` w \ \ROTE0 0 0 ATIp�>3/ L51 S36'04'07"W 64.26'
=Disturbed Acres FLOODWAY oo� P�4411V Ai l.c;4f. \,, _ \ \ZONE N89'43'48"W EIP L52 S68°12'47"W 50.44'
\ \ 1?l Z�,5�i]jN` T (0 is, 2g ,\` \ \ IPS 719.90' (TIE) L53 548'20'33"W 25.74'
{a41
L54 S82'25'07"W 43.70'
SHEET 3 OF 3 FINAL PLAT \ T (D.e 80,54 pc' 4�6) \ \
\ , PG. ,, \ L55 S87'59'14"W 17.60'
LANERIDGE ESTATES SUBDIVISION NOW OR FORMERLY \ 698)
FORREST H. BALL \ - \ L56 N87°07'23"W 21.46'
D.B. 3563, PG. 514
A CLUSTER SUBDIVISION B.M. 1982, PG. 612 \ ----- \R/W L57 S67'00'08"W 28.95'
\
LOTS 1 THRU 37 \ - 0/ye L58 S71'49'56"W 9.81'
\ ` L59 S83'02'23"W 22.30'
PANTHER BRANCH TOWNSHIP NORTH CAROLINA \ \ L6o s7a°oo'32"w 12.50'
MINIMUM BUILDING SETBACKS
WAKE COUNTY OWNER WAKE COUNTY R-30 \ \ L61 N83'16'06"W 10.31'
OWNER - FRONT = 15' (SEE NOTE) \ , CA,m 11 i,,,
ZONED R30 P.I.N. 0698-48-6568 _ 5SEE NOTE)
\ `S i' L62 N85.10'20"w 26.08'
BC LANERIDGE ESTATES LLC - ASIDER CORNER 1= 15( NOTE) � RT
336 JAMES RECORD RD. SW - 15' (SEE NOTE) O prESSlp r1/ L63 S61'58'22"W 77.20'
STEWART-PROCTOR, PLLC HUNTSVILLE, AL., 35824 NOTE: NO DWELLING SHALL BE LOCATED WITHIN '. Qz N� 9
ENGINEERING and SURVEYING 30' OF THE PERIMETER OF THIS SUBDIVISION =
( LICENSE NUMBER P-0148 ) Si1-3.
REGARDLESS of THE SETBACKS LISTED ABOVE. _ i SEAL - /
319 CHAPANOKE ROAD SUITE 106 FILED FOR REGISTRATION L-3621 \
RALEIGH, NC 27603 TAMMY L. BRUNNER /�� w,La E�°� O� y
\
TEL. [phone] FAX [phone] REGISTER OF DEEDS GRAPHIC SCALE ��, SURv • 0 ,\,' \
DATE 06/10/2024 SURVEYED BY RBJ DWG. NO. WAKE COUNTY 100 0 50 100 200 �� $ P� (o�l� Z \
SCALE 1"=100' DRAWN BY MSR LANE RIDGE BY:
ASST/DEPUTY
PLAT-SHT 2-
PLG-4960-2024 REVISIONS 05-28-2024 TIME ( IN FEET )1 inch = 100 ft. BOOK OF MAPS 2024, PAGE