NCC242833_Site Plan or Location Map_20240913

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 - zn 401 0 z• o
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' 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' o o o r�
PLAT FOR LANE RIDGE SUBDIVISION BEEN REVIEWED AS APPROPRIATE AND 27 z�'� D 0
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY p o = z m o
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' 7_, ,,„
IN SECTION VI OF THE REGULATIONS GOVERNING SEWAGE TREATMENT AND EASEMENT ON LOT 23 z Z O 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 SIT •
BASED ON THIS REVIEW OF EXISTING SITE CONDITIONS THE LOTS NUMBERED LINE TABLE LINE TABLE EASEMENT ON LOT 15, 16, 17, 18 ± 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 F
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'
L1 N7°46'44"E 0.31' L5 N74°21'44"E 52.04'
PERMIT FOR ANY LOT. FINAL SITE APPROVAL FOR ISSUANCE OF IMPROVEMENT LINE 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'
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. VICINITY MAP NTS
� C12 75.01' 325.00' 13°13'26" S23° 03' 43"W 74.84'
4,/ L9 N61'46'35"E 38.42'
,L : - � ,�3r//. 2� L68 N1'42'58"E 20.00' C13 105.97' 325.00' 18'40'56" S39' 00' 54"W 105.50' I
aff N.C. LICENSED SOIL SCIENTIST (SEAL) L10 N58'02'09"E 72.64' L69 N88°17'02"W 164.42'
TsS� 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'
�DeDAL � 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)
C,j, 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
��`AD�/LJ 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)
`' 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' �� '�. 4�'' N27'06'01"E PERMANENT LANERIDGE SUBDIVISION ' EFFECTIVE DATE: 07/19/22
'V LOT 73 C17 205.60' 250.00' 47°07'12" 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 ~� ' 58273' " 00 Acs.87,101 SFB.M. 2000, PAGE 2298-2300 C18 100.81'5 250.00' 23°06'1O" Ni' 12' 28"E 100.12'
A F.E.M.A. 100 YEAR FLOOD HAZARD AREA (ZONE X)
'' '' Q i 16�./ 25' TREE & VEGETATION I / REFERENCE: F.E.M.A. COMMUNITY PANEL NO, 3720069900K
y ci' Z 20' PDE pTC19 377.70' 100.00' 216°24'23" N26° 33' 56"E 189.99'
N� ._ ti --- 1" El r _ / 25 _ L1 PR ECTION ZONE / f / EFFECTIVE DATE: 07/19/22
i o ? •, ":„. 2.08' / C20 250.62' 100.00' 143°35'37" S26° 33' 56"W 189.99'
9�F 1241 4u Ol'r�/O•w.0--�o�,� - __9` - 131.28' s44•�80s / / LOT 70 / LOT 69 STORMWATER CONTROL AND MANAGEMENT
OF N �.� "h // '- b =. _ 100,81_ _ 1" EIP / 582.14� / TROTTER DRIVE \ ` LOT 67 IMPERVIOUS CALCULATIONS
NORM i 0 100.80' 41 E 1
LOT 98 lr? / // o _ 50' PUBLIC R W
�y / N ;v a _ 59•83' 4384, / ' 1 IMPERVIOUS AREA PER LOT TO BE LIMITED TO 18,UUU S.FJ
20' PERMANENT �/ / \ c> ao _-._. THIS AMOUNT TO BE TO STRINGENTLY ENFORCED INTO PERPETUITY.
REFERICES• CONSTRUCTION & \ z "' _ w1 437• '
/ i/ \ r` rn in:---: _0 341.31' 96 WAKE COUNTY TOOL V2.2 WAS USED FOR ALL STORMWATER CALCULATIONS.
1" EIP
1. D.B. 13392, PG. 1291 MAINTENANCE EASEMENT / i/ \ O� i� 5038Icd tV N 3p' PERIMETER r - - _ _ 582 ' I
2. B.M. 1949, PG. 66 r� l i// \\ .00��o� WELL I , ' oo BUILDING SETBACK 52.14' �� 31"E
3. B.M. 1982, PG. 612 \ ��N Ii/ I �a EASEMENT #1 g ,nPri o 1 0.66' c, 25 TREE & VEGETATION '1" EIP
4. B.M. 2003, PG. 2175 \ A) DEVICE#3 I 0.72 Acs. C' 'a ro 34,283 SF. - =.-PROTECTION
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 v � 14 3
6. D.B. 19424, PG. 1472 � - __.
7. ALL DEEDS AND MAPS Zry 3p� i \ 29.82 340.g1' Q U`II +
1" EIP �N /� \ \ �j 311.09' 36,702 SF. Iwm j h
WITH ADJOINERS. ,/ / 1 \ \ 6 5 4 0.84 Acs. wti�. > M LEGEND
8. WAKE COUNTY GIS. , +� N� / �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' m 1
LOT 97 04�Do) oM// 57654'41�•E \� �c') Nt>, 0 Z\'S\\ \\\��' 43,236 SF. MISA-88,000 SF.MISA=85 Acs. 3000 Acs.
SF. MISA=8,000 SF. 30,100 SF. t'N 5j322'74,E oo f1 C� o ERRS RON EPIPEING SETRAILROAD SPIKE
\ +� 0< qy / 171. 0 \ \tom. 0.99 Acs. co 0.69 Acs. „-' ND_/ N =
LANERIDGE SUBDIVISION \ �►^ cOi2 87 \ \\CO s\\ \ MISA=8,000 SF. w CALCULATED
PHASE 3 , \ co o 26 r • EIS = EXISTING IRON POINT (NOTSET)
\ ry % N\ \ �= \ \ 20' UTILITY & o o M MISA=8 000 SF.mow v j -,, o•g2.m1.3p
PERMANENT ! • ERB = EXISTING REBAR
1' EIP coi \ ACCESS EASEMENT 0 N A ^ ,. OPEN SPACE' I ■ ECM = EXISTING CONCRETE MONUMENT
B.M. 2000, PAGE 2298-2300 2 `� C'- \� 8 !z \ �� 0 3 MAIL �i
S v \ �®\ \ o to o cv �� G� KIOSK 91�
4v ��/ �i° G\ \ 30,850 SF. \ \ to o r� o, 31,818 SF. s. I > 10'
LOT 96 , ��. ��\ \ 0.71 Acs. \ \ o z 0 IP 0.73 Acs. 7�,, 32,258 SF. I ti I PERMANENT = POWER POLE
\ ^ryc. 9 N t,\ \Z MISA=8,000 SF. ,� w MISA=8,000 SF. /y tiS 0.74 Acs. I , i EASEMENT OHE = OVERHEAD POWER
1..'ry0 / 4Q- F 37,274 SF. c'o\ \rD I IN6,0 7>" ! I AROUND z = CENTERLINE
. /4-- 0.86 A cs. Tin v\ \cS 0 I I a 150361 o°' SO„ I c� I i
CEMET R o
^ //� MISA=8,000 SF. ��,?�\ \ .• o I I u-) 531.35' ° I r '"
25' TREE & VEGETATION \f / Q �� m c,\ \ (-3, co i o 150321 150281 150241 N89°29'23"W 5020 16 \ o �' ! 5' R/W = RIGHT-OF-WAY
PROTECTION ZONE ?' i o o Z-+c` \ V--...
\� C15 I _ z 135.52' 100.00' 99.93' 100.01', 95.90' C -,,,`!!! ra '�o N F = NOW OR FORMERLY
\ a� Ni M.F.F.E. = MINIMUM FINNISHED FLOOR
1" EIP //"5� cj \\ \ = Co, \� S 15 j -- �o ELEVATION
(V �o i''''
10 TROTTER DRIVE - �\ �,D. 43,920 SF. 2g I �'' P.D.E. = PUBLIC DRAINAGE EASEMENT
LOT 95 � `9s. �k 50' PUBLIC R/W cP �� 1.01 Acs. ?96' lj w� NRB = NEUSE RIVER RIPARIAN BUFFER
\ \ !' ^�// 36,317 SF. G - 0 0 A = _ C5 ��. ��i ��'• MISA=8,000 SF. ti ce (MEASURED 50' FROM TOP OF
t. N6o° 0.83 Acs. 143.39' 150.60' 150.53' 86.83' C6 . �► moo. 16 \\ \� i! ► ;o Q. BANK ON EACH SIDE)
h i 26, MISA=8,000 SF. s • �
\ �i/ 30., % Cl 531.35' (50331 150251 0js 40,334 SF \\ \- •R GATE Yl N 0000 = WAKE COUNTY ADDRESS
2�1 N89°29'23"W \ a;o I
/ 150371 0.93 Acs. �1 j MISA = MAXIMUM ALLOWABLE IMPERVIOUS
\ i/ •, �� 150211 MISA=8,000 SF. > > w!- r SURFACE AREA IN EACH LOT.
1" EIP 3p'i 23 C, w !�� w w / ���.
/ `3S , 00 i� b i� i� so /� wo I ro NOW OR FORMERLY
i 8' 22 t 21 ro 0 20 "' d 19 "' 18 `' 17 `J / �'� z f r V
jj�
LOT 94 �i/ rn in o Oj p p 0 �o� i P o ! N.C.D.O.T. WETLANDS MARKED BY OTHERS
c? 'oi 11 30,100 SF. 30,186 SF. d 600, 30,014 SF "� 30,116 SF. I') 0 30,342 SF o N 30,631 SF. / // �P�\sF� t! o D.B. 17314, PG. 376
h`./ 0.69 Acs. o o N F, cv
/ 33,371 SF. Ui 0.69 Acs. o T 0.69 Acs. 0.69 Acs. O. Acs. N 0° 0.70 Acs. �. / ico C) 5 m r
i/ 0.77 Acs. �N MISA=8,000 SF. MISA=8,000 SF z MISA=8,000 SF. z z �n i�6 \� os �� �.
/. v S- MISA=8,000 SF. MISA=8,000 SF / J , '!
S ° MISA SF. / Legend
PERMANENTS7333 MISA=8,000 SF. co �O 30' PERIMETER• 30' PERIMETER L69 �/ 4 0Gc5 20 9' lap, r
OPEN SPACE ��/ 37'E V 762Q S6� - - _ _ _ - -BUILDING SETBACK _ _ _ - _ - _ _ - _ BUILDING SETBACK m _ / /�� �.PG _
1.54 Acs. / / q cDiVSTFq'MgyF 25067, o, n 23 ` j`�INI: 69.27' 162.46' �c? 151.47' 150.54' _._ _._._. Ls7 _._._.�.•,� ._._._._.��_._._._._._._._._
• • -Disturbed
// /i// NreNA c., Eq eA&�\�� `� .� m 0 55,918 SF.8 Acs. Y�ii 1''' EIP 1,088.34� O O 25' TREE & VEGEOTATION� 166.40' M 24.4T 179.09' ° '4 p� '209.1 O' D.B.�170314,N.C.D.O.T.
LOT 93 i eNT~\\ ry ^MISA 28,000 SF. ti 1 3°I PINCH-TOP PROTECTION ZONE N88 59 03 W 1 EIP ' Acres
!/ 1 M.F.F.E=344.34r(1 r •
FINAL PLAT SHEET 2 OF 3
� / gI
= h// DEVICE#1 Ii Z Y� w�rjj rn 3 50' RIGHT OF WAY
�' o 20' PAVEMENT
01� ♦� h k WET POND 1 \ - i M N NOW OR FORMERLY --8' ---6=�-ts-
a h `V i I \ b o �;..� CL
a M O 3 / \\ ���v� I r7�/V$ N FORREST AND DELORES BALL 10' 10'
� , le 0). g _ mlr5 , N D.B. 2580, PG. 331 LANERIDGE ESTA TES SUBDIVISION
CC A 0 to 41)
• /� 1°0 �\ N ;` tv<v 4r / .� 1.pca " �/4.v�+i r. S9.58 eR 1
// ' ^/Re �k4, / c, , GRAPHIC SCALE �...::::..:......:..: P 2 *.
_ = w a try zo' \ /
"• �� I `�o �9 Cr) MPS• 8" CABC • �P A CLUSTER SUBDIVISION
/; PpE `\ 20 PUBLIC DRAINAGE f/ N N 1" l 2i _ 25' TREE & VEGETATION ioo 0 50 100 200 21 CUT
aaa o atf �T --- r'., /S7s'2 Rg�\J\=& A• N. €A;EMENT i icr I� '�6-i�/-10 !j uo
'' PROTECTION ZONE FILL RESIDENTIAL STREETS LOTS 1 THRU 37
_ TYPICAL CROSS SECTION
= • CC F- CuD m /C1.1 '/ \� -\� � -^'�-- o ! \,..-- 0 �j! N NTS PANTHER BRANCH TOWNSHIP NORTH CAROLINA
0 r c i : C = -- -,Z__,e 100' NRB ,� 1" .298 6g' v 0 ->~\z - 100 YEAR H/W ( IN FEET )
,W = � rn Wcip _ •• EASEMENT WAKE COUNTY OWNER
Y = ca 14J 1 ]C / LOT 13 PpE > "� z ,‘.0
9 '63,g4. ELEVATION=343.34' 1 inch = 100 ft. OWNER
3 ¢ a °C o / SEE SHEET 3 � ,W. o �� i N7 1 BC LANERIDGE ESTATES LLC ZONED R30 P.I.N. 0698-48-6568
m / r ,-- LOT 12 of U o� CROSS 33,3'00„w , 01111110/0, 336 JAMES RECORD RD. SW
SEE SHEET 3 „ Sp. PU ` � .p ,\••,Aj� CAR0, ,, / HUNTSVILLE, AL., 35824 STEWART-PROCTOR, PLLC
1 N66°49'S1'W ;,, 169 4/0 R/ E' N � O �0 ESS/pN 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 N7333 u� M _ but are irrevocablymade to the subsequent owners of anyand all of the ( LICENSE NUMBER P-0148 ) )�
q FILED FOR REGISTRATION /
\� / LOT 24 00"W .A _ 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'lfll IIIII`\\'\ 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