NCC232870_Site Plan or Location Map_20230922

BKBM2022PG01914
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN %% CA �'"", LINE TYPE LEGEND
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �%.•% . 1• ROz �,',,,
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS �� �E$$�0 ��'� NOTE: MINIMUM BUILDING SETBACKS PROPERTY LINE - UNE SURVEYED
NOTED HERE ON;THAT THE BOUNDARIES NOT SURVEYED ARE 2 O ti � CERTIFICATIONS ON S AND RIGHT-OF-WAY
•� 9 ALL TABLES, CERTIFIC - - - - ADJOINING UNE - LINE NOT SURVEYED
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN Q ("1 FRONT 1 5 - - - • - OVERHEAD LINE
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR = SEAL _ S I G N A TIJ E S AE ON SHEET 1 OF 3. CORNER 15' BUILDING SETBACK !%,.
EASEMENT i//j i
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN - L-3794 3 = �;,f/,,
r it IMPERVIOUS SURFACE CALCULATIONS REAR 15' BUFFER ,f f j
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE .� Orb • - FLOOD HAZARD SOILS 1,i- :f•/,//
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL �Y• �, TOTAL AREA: 55.584 AC. 2,421,223 S.F SIDE 7.5 4 �,;,i,
SIGNATURE, LICENSE NUMBER AND SEAL /�['.� , SURJ� ALLOWED IMPERVIOUS (19.76%): 10.982 AC. 478,365 S.F. %/
'0 A "'•«.��Q� ,. IMPERVIOUS IN ROADWAY: 1.834 AC. 79,886 S.F. f
THIS 25th DAY OF AUGUST A.D. 2022. °'',,,,leL��A. 11%,�`%�' MAIL WELL ACCESS
AREA:& HOUSE 0.000 AC. 8,059 S.F. ':,'.,/f,
REMAINING IMPERVIOUS AREA: 8.963 AC. 390,420 S.F. 1 CI�• /SITE/% ti
�.��%'2s Cam! / '� L-3794 IMPERVIOUS AREA ALLOWED IN LOTS: 8.963 AC. 390,420 S.F. I • r/�,��j�/ S
\ sHEa I Q %ff� �'o
0 \ \ EE3 /. ,,/,/j ,_
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER 2.5 , ---� MPICNL� h0 j//f ,;/' ,1,
l0'X _ �73' '3��1'�> l CONTROL CORNER 1-KC %�;ij�� ,Q
S.T. � K N=816775.62' ci '9 /'7
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN 93 n1
AIti 29. E=2134144.27' I /�
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN '` \ „ E ` \ ` / ; o �O \P
ORDINANCE THAT
R /ULATES PARCELS OF LAND. /W.M.E.M E _---
P.D.E.--' 1 '2. 306 21' r ` \
�`%i'`O L� �i�l � L-3794 36 L_1 N 'S ® \ \\ �\ • , 1
z \ CiP
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER 1 I 1o'Xjr�- 302' 1 e X7 t u� n
I s.T. �_ cn W.M.E. 31,429 sq.ft. \ \ \ 1 c
1 _ P.D.E. 78.50,21" E CIE 5+ _ WC'50 2' vN C'`Sg N �1\ M0.7228 AG s 7g•39'S3 W ` \ fj _ i \ Z
`-. /7->\
CONTROL CORNER , _11 N F�71«"' 81' N
MATCHLINE N=slssss.ss' I g'46" E 303.�5 L-12 C-1 1` 111.6 P.O.E. No .C130). �� \\` \
SHEET 2 E=2132908.63' N 86 0 c� =
I 30-1.9 52.°S N 9'x17' -� a' s 306�5' `s 1 \
SHEET 3 ro C-45 ap 1 N •
10 S.T. U'.�Un ® \�\• m i VICINITY M A P
1--- I I I-Z /t. - , 44.13' �� -�'� .T. OA 30,835 S.F. WATERLINE UNE TABLE
j 41"
to'X7O' f \ O \ 0.708 AC. \ UNE BEARING DISTANCE
IS.T. 65 \ MIA = 7,480 S.F. 'S9 \ wt-2 S i5O6'103' E ?10.03`'
N I 32 96 sq.ft. 8'X5' CID 56 " W \ i30' PERIMETER W.M.E. 1 I O t T
SETBACK 0.757 AC. " I P.D.E. 66 \ ` Z� v` ':, 5 76 \\ WL-3 N 75 38'13" W 113.86'
N/F I S 86'01'S2" E MIA = 7A80 82.35'S4 E " -{ O Z 30,929 sq.ft. Z 32,540 sq.ft.� Me' r� \ I wL-4 N 26.06'O2" W 244.47'
VADEN CARLYLE KEARNEY \ 30,761 sq.ft. -> 0.710 AC. 0.747 AC I
D.B. 2862, PAGE 421 0 137. 9 n O MIA = 7,480 S.F. MIA = 7,480 s. N NN ,
l so.65' �, 0.706 AC. w N P 3 i7.45' 55 \ ` WATERLINE CURVE TABLE
PIN 1831.01-16-9475 .. w CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING
IA - 7,480 S.F. i WC-1 160.47 187.50' 155.62' S 50'37'07" E
# 00 30' WAKE COUNTY CP \ M W :
WATER SUPPLY P.D. C W M.E. �• �s��
<V / WATERSHED BUFFER ' t�, C N ' , 3 0.7710 AC. • \1 �\ we-2 31.99' 10.18' 20.36' N 2543'05" E
/ 72 C1`�aR8 R91 L-/L \ 20' P.D.E. \ \ WC-3 _ 143.35' 167.50' 139.02' N 50'37'07" W
W O NO. ' I ` �-.71 (0 MIA = 7,480 S.F.
50' NEUSE RIVER x I' \C6- - p 39,3 S.F. cn t c� S 88'39'54" E I 1 M
RIPARIAN BUFFER ��� N / 0.903 AC. cn - 29•'S7' P i " 1 WELL ACCESS EASEMNENT UNE TABLE
- °-' oa3o.a2' 3 123.69' s $s•23'S9 w 1\ , OWNER DEVELOPER:N M I� ��% \_\. \ G� MIA = 7,480 S.F. ,p 142.86' 315.72, UNE BE06 35 DISTANCE
\\\ \` s MFFE - 339.5' - 1 - WAL-1 S 26'06.35" E 239.40`' WATERSTONE PARTNERS, LLC wAL-2s75'08'09" E109.84'/,((/(// >>',� F r / _ I563 \ 0610 PRESIDENTS WALK LANE,
`;/"`� ' a'\ , �'N� VI
I Q�� 1CARY, N.C. 27519 WAL-4 N 26'06'35" w 24333'
zII1 \\ ' ° \9�� 65� 2ue,' ""9,`. ,d3. • N 63 i' 37,826 sq.ft. �v <vl \ \ �$z\ `\;�I �'�- �\�;\ .r1 � \19• /C-52 .� 28 242 sq.ft.N �, j' �* U � '9 0 N WELL ACCESS EASOAENT CURVE TABLE
Z' \�\;,,ti o \\� � \ 9'X1:' 7801 �X20' ' O 34,344 sq.ft. - U 8'X14' 0.868 AC. N 47 q�, av CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING
1 J " \ � �O \\:\� O e.g) W.M.E. \ 0.648 AC. ' O W.M.E. MIA = 7,480 S.F. �r^q WAC-1 1625T 189.96' 157ss' S 5o3T09" E
1 / 1 \� \�;�, ✓ / 70 W.M.E. MIA = 7,480 S.F. 0.788 AC. I I �,�,
\ f \\ i \ i, MIA = 7,480 S.F. a , 295.00' I \ N to WAC-2 807.9T 100.00' 20.31' N 23'49'28" E
'v�\.\ \v -i),rJ)i �/ N 85'02'46" 1
P.D.E. pia ) •, 30,146 S.F. • y S $7'a0'42" E WAC-3 20.34' 100.00' 20.31' N 23'49'26" E
1' �\. ti 0.692 AC. / . : 274�32' . ca \ I `.
1 . �\`f> .-< J �� C w 1 WAC-4 145.46' 169.96' 141.06' N 503T07" W
\ Iq ��, \\\;.,,',�$ / �, ^ - s N WAC-5 10.4T 50.00' 10.45' S 4TOt'03" W
\ 25' TREE &1 I \,,\'' ' -- // MMFFE 8 339.5 F 26,282 S.F. ,ems ® W.M E. ® \ I WAC-6 10.06' 50.00' 10.04' S 58'46'42" W
\VEGETATION , I �8� '%'�/ ,.,� . • 0.603 AC. ! 0.743 AC. �� i
/32,510 sq.ft. It I
L-73 ' s I LEGEND: SE'TiC EASEMENT LINE TABLE
BUFFER \, / 20' S.A.E. *, MIA = 8,140 S.F. 32,379 S.F. / Ci 0.746 AC. N I(?y \' = UNE BEARING DISTANCE
1 "\ & P.D.E. '- 44 401 S.F. `' '' MIA = 7,480 S.F. ^0, MIA = 7,460 S.F. 20' S.A.E. llj',t, EIP EXISTING IRON PIPE
�' s 15' SEPTIC & P.D.E. \' ri 1 SL-1 S 8718'14" E 74.74'
v.r 'h 3T ._ 1N /i v�. \ EIB - EXISTING IRON BAR SL-2 N 84'17'27� E
2 Dc / � � `�
N/F `;\ sFA 1.019 AC. �9 co SUPPLY LINE 7 i V 296 ` /,/' ,/z` as BEIP BENT IRON PIPE -3 S 3621'51" E 24.28'
1 MIA = 7,840 S.F. O ^ ^ EASEMENT • C' 0 7a' /%%% �� \ t
LAVERNE L. MITCHELL & I , co/� o'0 'lb 0. 0.. DID .� FOR LOT 68 j` I `� %.i �//f����p )) \ \ BEIB BENT IRON BAR SL-4 S 36'21'S1" E 64.00'
JOSEPH W. MITCHELL i I q 'Q Fq �., 0 O 58' G I CO ~- !off,/%O� i l / \ \ CM - CONCRETE MONUMENT SL-5 N 81'14'44" E 5.58'
1 !0 6. 0 11 - N _ 106.88' 9� I Iii'mx2E8.
N _ ..IIIh,( /'"% e �/
D.B. 6086, PAGE 61 T 118• C� 78 a `il �i'�1• { 4 /� \ CM - EXISTINGPK NAIL SL-6 N 81'14`44" E 5.58'II \ ..> 4,T 100' WAKE COUNTY �s, �- " E =S 8718\14 E N 84'17 27" _ (,I58 0T 2" I�t` �� .QQ` /I WATER SUPPLY 41 2O ! 'r> \ SPK SET PK NAIL SL-7 S 28�06'02" E 198.68'
B.M. 1994, PAGE 476 ; , lo'X18 ^3 - . W` `i1,\l4` %� �,1� \\ 1
\ �y 76' y - iel 4 ," i%' \ t . \ NIP NEW IRON PIPE SET SL-8 S 22'S8'S1" W 295'
PIN# 1831.01-26-4253 I WATERSHED BUFFER N Y � - >EM.E• 7 r ` 46
'Zq 35 386 sq.ft. �� 50' NEUSE RIVER ' R/W - RIGHT OF WAY SL-9 S 72-33'22- E 38.11`
•
% i�,�, �6 = '�'- -' -���1 ` am��3 S Qv O RIPARIAN BUFFER CATV - CABLE N BOX SL-10 S 72'33'22' E 51.06'
r-, 7909 -I_- s - \ s 0.812 AC. j� e ,
W \ \ 6 \ ,'/�� _ t I MIA = 7,480 S.F. Zb `'` i EB ELECTRIC BOX SL-11 S 76'10'49" E 68.72'
\ ^ \ I •
•• V \ ^j ' ' /y�»-__�- III /�\ .s - 1,�� -1 \ \ 21 CO P.D.E. ...
�o �9��(I ~ DRY POND #2 j; �/ TEL - TELEPHONE PEDESTAL SL-12 N 11'43`27" E 13.38'
7 1i11's1 it l f u ���.., A\ ( IC" •• \ 9,34' \ PP - POWER POLE SL-13 N 75'08'13" W 104.05'
\ cv I \ \ a ;i•,I e _ - - == 10 \ \ OHL - OVERHEAD LINE SL-14 N 26'06'02" W 209.69'
6 L-64 �l`I = %VARIABLE WIDTH J\ ,
I� h 1 i,4 1 ��1 ..-- = -- SEPTIC SUPPLL ,nc �\ �0' WELL ACCESS N 72•� N LP - LIGHT POLE SL-15 S 81'14'44" W 262
• •-a =-- - -- UNE EASEMENT" ,^� EASEMENT �'16h Oi l \ _ WM - WATER METER SL-16 S 8114'44" W 50.13'
L _ _ _�____ �- -i _.= ==� �6� F•: LOT 68 y 6V WV - WATER VALVE SL-17 S 81'14'44- W 0,91'
Z ; r - P.D.E. • �� \ "' OPEN SPACE�k
255.42' BEIP STONE -* •• CO - SEWER CLEAN-OUT SL-18 N 36'21.51" W 5281'
EIP ,_ _ -�_ _� 399.76' - \ 30' PERIMETER N \\ \ • . 430,365 S.F. \ S.T. - SIGHT TRIANGLE SL-19 N 36 21'51" W 34.93'
\655�18'\ I S 89 25 4$" W \ SETBACK 32,515 S.F. % ky ® �O, 9,880 AC, \ \ P.D.E. - PUBLIC DRAINAGE EASEMENT SL-20 S 8417'27" W 82.18'
_ \ S.A.E. & MAINTENANCE rn \• \ 36,272 sq.ft. S.A.E. SCAR ACCESS EASEMENT sL-21 N 8T18'14" W 106.88'
`' EASEMENT \ 0.746 AC. ,.� \\ \a6� q ���, \ I IXXXXI- ADDRESS SL-22 S 76'4123' W 5440`
MIA = 7,960 S.F. I79001 \\ \0 0.833 AC. •�L )
\ N \ \d' \\13. 100' WAKE COUNTY / I - NEW IRON PIPE
•E> t .. SEE INSET #1 ` W 6O �\ \\paYMIA = 8,440 S.F. �SWATER SUPPLY \ IA - MAXIMUM IMPERVIOUS ALLOWED
/
N F J f 25' TREE & • Q a WATERSHED BUFFER I FFE - MINIMUM FINSHED FLOOR ELEVATION
JAMES R. PORTER I I l i \ \ VEGETATION N 42 S67 S.F. \\ 20 Y
o\\ I \ V W.M.E. - WATER METER EASEMENT
, 4. BUFFER s \� WATERLINE •eV 1B. 16006, PAGE 47 .' 6' EASEMENT q'' FLOOD CURVE TABLE
s 20.0' B�M. 1996, PAGE 1402 I �'- N/F 3 1s� 0 0.977 AC. \ \
\ WATERLINE �' \ \ 86 90' N. MIA = 8,620 S.F. HAZARD CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING
EASEMENT PIN # 1831.01-35-0821 L JAMES R. PORTER \ 3S o \ ��� hj SOILS SC-1 111.48' 192.50' 109.93' S 42'41'29" E
. •T •-r 1 D.B. 2566, PAGE 343 r Z 100' WAKE COUNTY y�\ \9� SEPTIC EASEMENT /
\ -� -- --�I WATER SUPPLY \v p,� �3 !/ SC-2 151.91' 177.50' 147.32' N 5037'07" W
/ B.M. 1979, PAGE 609 \ ut IWATERSHED BUFFER S\ \ FOR LOT 59 I
• PIN 1831.01-35-3856 n
SLR \� 59 \ /,•/ I I # \,� I'1'� - _� `•� \50' NEUSE RIVER C\l ` 7 '\� \ 20' WELL ACCESS �IM \ FINAL PLAT FOR
RIPARIAN BUFFER
IV
\ V
\ II !� - --� • I, , a 15' SEPTIC`S2 ; --- 3o \ I ' 11UEXFORD RESERVE
f6 ---'�\ I �� _, 1LJ=- "- \• 'c\. ^/6'4 SUPPLY UNE
h� 2 ly��
• _ WELL .SITE #.3 SUBDIVISION PHASE 2
20.0' WELL LOT \ \ I /.� / Q3j� OR LOT 68 v 10 /ev (7904) I
ACCESS EASEMENT �i \T"L‘ \ I \ / f- �- - -43 ��� \ Osa ��11 N ��,� n »
15.0' SEPTIC I l I �.L t�4�� \ \ ak� v , 9 CLUSTER SUBDIVISION
SUPPLY LINE / �� \ \ \ SEPTIC EASEMENT // OWNER: WATERSTONE PARTNERS, LLC
EASEMTNE FOR J \ \ \ I / \ \ Q1 FOR LOT 68 / � -
LOT 68 <�\ \ \ I I I '� r \ \J \ \�� hica\________100.0
/•�\ REF: D.B. 17041 PAGE 1540
0 60 / _ - N/F \ \� • 18,3 / \ .-•� / //�� / REF: B.M. 2018, PAGE 243
A O \ \ �- JEFFREY S. WALTER \& \ �a \\�.\ - 29 M i 3
W to o* \ LOREICE J. WALTER N 2> \ �;-•--•y 2 - _�S__, � / WAKE FOREST TOWNSHIP
N CL - ® INSET #2 1"=40' \\\ B.M. 1990, PAGE 11 3 �` \� �` 9�2» w
V W W V N 4[ PIN# 1831.01-35-6544 ''� �- _ N WAKE COUNTY, NORTH CAROLINA
_ = W W •• -ca N ',� �`- -�/ t N 1 \ 100 50 0 100 200
MINNIMMINIM
$- Ri CO N [\f " . \� �- , r 25' TREE & ' \. �.- I-
II I( _� _ _ VEGETATION �_ BEIP =�00�
_ AIL sem _ 1
a J W H N [V RIVEWAY S 11 5' NORTHRO -�= � = -.BUFFER -To ".L _ �- �` -. .- - 1
A/ \\- • DRIVEWAY S 4.7' = \ SCALE
NORTH PRO ERTY LINE EL _
V ~ z N. . ENCROACHMENT AGREEMENT NE AT POINT ENCROACHMENT AG -- = s`1 �� y \ O 1 / 1 / AUGUST 27 2021
2- VI la Cr ID., DRIVEWAY ___..,:.- nOPcNTY r
//lh\
W E •+ fl! .-I CROSSES PROPERTY D.B. 16667, G. 855 D.B. 16667, PG. 855 LINE AT THIS PgNT '_ . �_� -` I /� N/F ' o
IC E 19 W 1 ]C.; UNE AT THIS POINT\ BEIP _ ! 4'HI WIRE FENCEJ 307•la 65
/\ ST. IVES COMMUNITY REVISED AUGUST 11 , 2022 �'
= Q gal et cL ; o' �, , + _ _ STONE \ ' ,D� ASSN. INC. _
�" i- - 1 GRAVEL_ 1VEWAy - GARAGE I \ �T� �e 30' PERIMETER N 78'16'3g"
S t , D.B. 12886, PAGE 1624 ZONED R-40W o_
B.M. 2002, PAGE 1324 a
N N/F i SETBACK W B.M. 2002, PAGE PIN #1831 .01 -37-5764 0
JAMES R. PORTER t _ 940-942 x
D.B. 2566, PAGE 343 �°^ PIN# 1831.01-45.5714 SHEET 3 OF 3
IC1I1E
, B.M. 1979, PAGE 609 �'
PIN # 1831.01-35-•3856 INSET #1 1"=6o' PLC-3223-2021
,,.......00, ,
1
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 27588, (919) 556-3148