NCC241436_Site Plan or Location Map_20240509

BKBM2020PG01050
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN -O
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS G� Z
NOTED HERON;THAT THE BOUNDARIES NOT SURVEYED ARE �y �vs !oQ
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN _ 0 << Q. 0
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR , „ _ Op /Zi,j
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN 752 02' EIP N 85'38 26 E_ 119.29' 0 0 < -
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE g7 43' 149.64' —____ c� O Oa
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL - 47 67 __— N ---_ — o c;+ U� 7-
SIGNATURE, LICENSE NUMBER AND SEAL EIB 146.42' _--- -___ — — o O �O O
85'10'49" E ,. 240_00'---_-_ — a w w Q
THIS DAY OF -a' A.D. 2020. EIP r N 317.93' _ _-= - - - ��s. o� m N PURNELL RD CD
gig) rn 40 ----\----- SR 1909
L-3794 �— RICK A. & - R2, ® 34
PeA,-‘'I7/7-/e---.--
E L LAND SURVEYOR LICENSE NUMBER •
I WYNNE R. SHEEN gyp" 40 005 sq.ft.
N II O.B. 13113, PG. 1000 q
M ;� PIN B.M.
1983,3P : 10760 �'F 66,569 sq.ft. 42,367 sq.ft. 40,021 sq.ft. 0.918 AC. M Q
I Z
0.973 AC. 0.919 AC. M.I.S.A.-9,108 S.F. l 36
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN I 1.528 AC. M.I.S.A.-9,108 S.F. M.I.S.A.-9,108 S.F. 1 r T -
-----\-- ----
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN II 25' TREE M.I.S.A.-9,108 S.F. 1 J I
ORDINANCE THAT REGULATES PARCELS OF LAND. so' PRIVATE ACCESS I & VEGETATION \ 909 \ 40,001 sq.ft. z
EASEMENT FOR BAILEY It PROTECTION ZONE \ \ Z
B M 1981, PG. 317 1 \\\ ` 0.918 AC. Q
L-3794 II * M.I.S.A.-9,108 S.F. /--
PRO ESSI�AND SURVEYOR LICENSE NUMBER 1 I OPEN SPACE 10 20' PUBLIC �\-''\
I 30' 20' DRAINAGE `C\Q)'�
►`►►►►►►►--►►►.,,-�� I`-PERIMETER 309,226 sq.ft. BUILDING 2DI
BUILDING EASEMENT W -1 `�
,�- ``A --- I BUFFER SETBACK 0' WATERSHED SETBACK (A t,I ,
��` R�< ' W I I 7.099 AC. W OFFER SUPPY �r NU iv
to ") GJ
p� i ESS/8 /il, % ii'
901 � � \ACCESS EASEMENT / �� �� \\ -� � e4} g3 g622 '_ " 5 L VICINITY MAP
E L- 4 = CHARLA. & O II WATER SUPPYD I \\� \ �. 0c� 50 PUBLIC R/
�� DORIS W. SHEEN z BUFFER ���`� `.\ SCM 2A \ Cps / SQN RIDGE ROAD26 E 3' LEGEND:
4. D.B. 3455, PG. 974 ' \ T DETENTION RR, }10.00' �,,'' EIP - EXISTING IRON PIPE
I' �/ SUR`I� B.M. 1983, Pc. 1076 I �`L� NA 79.62 110.00 4 EPK - EXISTING PK NAIL
�� Gj �` PIN #1812.03-31-4850 EIP I y i J 92 N
-., qEL NtO 11 CREEK LOCATION / _-��\ �" �'37 G C,"3� 912. Z 920 0 0. EIB - EXISTING IRON BAR
I / 7 �� /">9'' `C-38 �,0 . ?, I o q J BEIP - BENT EXISTING IRON PIPE
,',,,���--►-n,nN►►►►►►,,,� j: II \\ / ^� 20' SCM V . ' v`
,; / / / . \ _� / 28 EPK — EXISTING PK NAIL
N /� at MAINTENANCE tij ��
J_ ' • •) ACCESS / of •13 j\ 2' 0 - NEW IRON PIPE SET
��� //% 20' I -�7 L.� EASEMENT V :% 40,000 sq.ft. +
�/ BUILDING I �, I 26 v, R/W - RIGHT OF WAY
SETBACK / O CATV — CABLE TV BOX
/' 3— J �s 29 o.91s AC. _o.
/ / ,, BUILDING V/ M.I.S.A.-9,108 S.F. i'• O -p EB - ELECTRIC BOX
a F. / -I-- p'1 9 i D i0 O TEL - TELEPHONE PEDESTAL
30' WATERSHED SETBACK 0 `C-34 I �+ iO. l
,NN /// 50' WATER SUPPY / / 7 $ 30' WATERSHED 0 40,000 sq.ft. ` !o co O (p O PP - POWER POLE
Lk �/ NEUSE RIVER BUFFER / / S h / / WATER SOPPY 904 \ I o D .p OHL - OVERHEAD LINE
1 / BUFFER `� BUFFER h 4, 0.918 AC. °° D ' t0 O LP - LIGHT POLE
,� '/ / / /42,937 sq.ft. „� �0, M.I.S.A.-9,108 S.F. I o • - N WM - WATER METER
/ 7 '� ' 0• .986 AC. — — �,�� WV - WATER VALVE
�� — — I 20' WELL �'• -� Z o CO - SEWER CLEAN-OUT
2� .83, e i _i M.I�S.A. 9,1oa s_F____- ACCESS z o '.•
oo IXXXX� - ADDRESS
�-� `/ / �— r f .. �•$S�� __--_-- 43.6 I 30 ` EASEMENT _
�` N — `� d- / sf1 / - 383.38' EIB I I 4;. 'oo
6 Ul
29, / / / S 85'17'02" W EIP I I o,, 0I oo v+i S.T. A SIGHT IDISTANICCE TRIANGLE
ALLOWED
,� , : 22: 3> r_ 120,059 SQ.FT. '0, f
4 I•P:" • 655.34' " 1 0.920 AC. *..
E`� .�'-- - / Na I M.LS.A.-9,108 S.F. ti LINE TYPE LEGEND
110.00'
�/ O 60 I Cr-91 v'� 21.10 110.00 n wJ PROPERTY LINE - LINE SURVEYED
30' WATERSHED APPROXIMATE LOCATION - 370. - $ 85'3$'26 W RIGHT-OF-WAY
r- ADJOINING LINE - LINE NOT SURVEYED
• _ 50' WATER SUPPY FLOOD HAZARD SOILS SCALED FROM I WELL LOT #6 7�s `L � 10' ,- / — - OVERHEAD LINE
cncni•N BUFFER WAKE COUNTY GIS 31,416 SQ.FT. ��� OPEN SPACFj 8 — —
- BUILDING SETBACK
„�m NEUSEBUFFER RIVER / 7` #
EASEMENT
-T — BUFFER
,�a a a 0.722 AC. L-23 750 43 SO.FT. / 2 ♦ • — FLOOD HAZARD SOILS
M
• z a co M.I.S.A.-2,506 S.F. / f,
c4 L-24 I ® 916 °' a 1'T225 AC. / /` :_.!
I �ai 4k N/F I• •1 0 4USE RIVER -./
/
Lt o m Z GEORGE A. & 100' WATERSHED
• w a • . , SUSAN M. MOOREI WATER SOPPY BUFFER �- ♦-
\ r. D.B. 9760, PG. 1419 NEL LOT BUFFER �/ .� / �/-
B.M. 1999, PG. 773 EASEMENT / — �� ^\ a� OWNER/DEVELOPER:
• PIN #1812.04-41-3543 O I / /// `�r` /J i/
SANCTUARY PARTNERS, LLC
N . N rn I C-94 / � /(� 610 PRESIDENTS WALK LANE
W co
\ L ♦ i, CARY, NC 27519
u.w I• — J / < ' [phone]
WAKE COUNTY, NC 95 * — — ^EI/
CHARLES PGIIAN S 84'39'33" W ^�
REGISTER OF DEEDS EIP 410.63' A140-
) 50' /----- 1 L, / EXEMPT SUBDIVISION
100' WATERSHED
PRESENTED & RECORDED ON NEUSE RIVER,/ ir
BUFFER/ ♦ €f FINAL PLAT FOR
07r99r2826 14:38:59 WATER SOPPY �
BUFFER _/� ♦ �\
111111111111111111111111111
30' PRIVATE EXISTING
BOOK.BM2e2e P ACCESS EASEMENT ♦ 20 WELL. PRESCOTT MANOR
AGE■O �5� D.B. 2212, PG. 423, // ACCESS
D.B. 2223, PG. 463 & / /� ♦ EASEMENT SUBDIVISION
B.M. 1999, PG. 773
/� i 1203 I.j
/ I WELL LOT #5 "CLUSTER SUBDIVISION"
ZONED R-80W �`` // 31,416 SQ.FT.
MINIMUM BUILDING SETBACKS / do 0.722 AC.
ti / 2I _, OWNER: SANCTUARY PARTNERS, LLC
s�, /j ♦ o� M.I.S.A.-4,527 S.F. REF: D.B. 16962, PAGE 1357
FRONT 20' `Vv i "�-! =e,
CORNER 20' _ I- ----'t-I 101 REF: B.M. 2017, PAGE 290
REAR 15'
SIDE 10' L --- s 85'26'47" VIWAKE FOREST TOWNSHIP
EIP 389.46'
N I 11 WAKE COUNTY, NORTH CAROLINA
•
^� ZONED R-40W , N/F 100 50 0 100 200
MINIMUM BUILDING SETBACKS / & AWSON M. SHOAF � MINMENEMIII
RYAN D. SHOAF, SR
7596
FRONT 15' , D.B.B.M.11999, PG. 7735 3
. / , PIN #1821.04-41-9093 SCALE 1"=100'
I
CORNER 15' 0REAR 15'
///lh\
1HE PURPOSE OF 7HE MAP IIS TO DUNE 25, 2020 0
SIDE 7.5' CORRECT THE ROAD
NAME FROM SOUT>•M OOR HILL ROAD SOUTFM 000R ZONED R-40 W & R-80 W Z
S HILL TRAIL ALL OTHER DISCLOSURE STATEMENTS, PIN #1812.04-5 2-915 4
CERTIFICATIONS. SIGNOFFS ETC. CAN BE LOCATED ON W
` ` B.M. 2020. PGAE 892-897 SHEET 4 OF 6
ell 7 irkr.:2)
PLC-1743-2019 aci
-.Noll J.....h....k 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

BKBM2020PG01051
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN ,°.,,"",,,,,,,,,,
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ��.•`°,N CAR^,,,,,,, G
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS �%` �M Nw,�, c �/ BEFORE IMPROVEMENTS ARE ACCEPTED FOR MAINTENANCE BY THE PROPERTY
NOTED HERON;THAT THE BOUNDARIES NOT SURVEYED ARE O� ESS/0%., �"Y OWNERS ASSOCIATION OR LOT OWNER,THE DEVELOPER OR THE DEVELOPER'S / O
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN ' 4� �' N 9 ENGINEER OR OTHER REPRESENTATIVE,AS AUTHORIZED BY STATUTE,MUST CERTIFY lL ( /�
• TO THE PROPERTY OWNERS ASSOCIATION OR LOT OWNER AND TO THE COUNTY O \ /CD C
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR _r. f4 = O 2
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN = m SEAL THAT IMPROVEMENTS ARE COMPLETE AND FUNCTIONING AS DESIGNED. Q 0
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE zt- L-37J4 - F` O c_812.--9
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL - '! O.- 'n GI Q
SIGNATURE, LICENSE NUMBER AND SEAL �����'1 j'�ORJFiO�Gj`���` �O �� �O
THIS 6'� DAY OF DULY A.D. 2020. ''., Et A. , `� NOTES: J
q � ° PURNELL RD ��
�,'',,+++,,,,,,,,,,,``�� 1) ALL NEW ROADS WILL BE BUILT TO N.C. D.O.T.
y � �j SPECIFICATIONS AND DESIGNATED AS PUBLIC. )SR 1909
L-3794 2) ALL LOTS WILL HAVE INDIVIDUAL SEPTIC SYSTEMS DRAINAGE EASEMENT NOTES: .---, ---\----
P SSIONAL LAND SURVEYOR LICENSE NUMBER AND COMMUNITY WATER EASEMENTS FOR STORM DRAINAGE SHOWN ON THE PLAT ARE NOT MADE TO WAKE o
ACTIVITIES ALLOWED WITHIN REQUIRED WATERSHED COUNTY BUT ARE IRREVOCABLY MADE TO THE SUBSEQUENT OWNERS OF ANY AND CV
BUFFERS AND DRAINAGEWAY BUFFERS 3) ALL LOTS ARE EQUAL TO OR GREATER THAN ALL OF THE PROPERTIES SHOWN HEREON FOR THEIR USE AND BENEFIT PUBLIC i
20,000 S.F. CO
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS), PROVIDED: CO
THAT THIS SUBDIVISION WILL COMPLY WITH THE WAKE IT SHALL BE THE RESPONSIBILITY OF THEPROPERTYOWNERSTOMAINTAINTHE 0 I TI-
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER a I f
ORDINANCE THAT REGULATES PARCELS OF LAND. EXISTS; COUNTY SOIL AND EROSION ORDINANCE. DRAINAGE EASEMENTS AND ANY DRAINAGE STRUCTURES THEREIN,SO AS TO z
5) NO BUILDING IS PERMITTED WITHIN 20' OF A --\-------
MAINTAIN THE INTEGRITY OF THE DRAINAGE SYSTEM AND ENSURE POSITIVE
2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE o
/ DRAINAGE.
� L-3794 REQUIRED RIGHT-OF-WAY OR EASEMENT WIDTH, OR IN NO WATER SUPPLY WATERSHED BUFFER. EASEMENTS MAY NOT BE PIPED. E
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER CASE IS MORE THAN 90 FEET WIDE; 6) NO LOTS WILL HAVE DIRECT ACCESS TO N.C.S.R.
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 1917 (STONY HILL ROAD) z -Z\i
SQUARE FEET IN AREA; 7) THERE SHALL BE NO FILLING OR THE ERECTION OF /7 �0)
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY 04,
CLOSE TO 90 DEGREES AS POSIBLE (AND NOT LESS THAN FLOOD HAZARD SOILS OR FEDERAL EMERGENCY /�0 ��
60 DEGREES); MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES
5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL: UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY VICINITY M A P
VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS OR FEMA.
I,f ll�r"^ 1a't , PLANNING DIRECTOR AND REVIEW MAY BE USED TO MEET THIS AND THE DISTURBANCE 8) BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS
OFFICER OF WAKE COUNTY, CERTIFY THAT THIS PLAT WIDTH STANDARD); AND MARKED BY THE BUILDER MAY NEED TO OBTAIN A
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
DOES NOT CONSTITUTE A SUBDIVISION AND THAT IT THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, LEGEND:
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING. BY WAKE COUNTY ENVIRONMENTAL SERVICES. ARCHITECT AND OR SURVEYOR (AS APPROPRIATE) MUST
BECAUSE OF ITS "EXEMPT" STATUS, THE COUNTY HAS CERTIFY ON ANY PERMIT THAT ALL FLOOD HAZARD EIP - EXISTING IRON PIPE
NOT REVIEWED THIS PLAT FOR COMPLIANCE WITH DRIVEWAY CROSSINGS THAT ACCESS SINGLE-FAMILY REQUIREMENTS ARE MET.[14-14-1,2(A-H)] EPK - EXISTING PK NAIL
APPLICABLE LOT STANDARDS AND OTHER SUBDIVISION DWELLINGS, PROVIDED: 9) MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH EIB - EXISTING IRON BAR
REGULATIONS (e.g., ROAD STANDARDS). PROSPECTIVE 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER LOT WILL BE STRINGENTLY ENFORCED WITH NO EXCEPTIONS BEIP - BENT EXISTING IRON PIPE
PURCHASERS SHOULD BE AWARE THAT PLANS FOR (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) INTO PERPETUITY. PLANS APPROVED LIMITING THE MAXIMUM EPK - EXISTING PK NAIL
BUILDING AND DEVELOPMENT MAY BE DENIED FOR LOTS EXISTS; IMPERVIOUS SURFACE TO 9,108 SQUARE FEET PER LOT.
THAT DO NOT MEET APPLICABLE COUNTY STANDARDS. 2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET 0 - NEW IRON WAPIPY SET
WIDE; 10) AREA COMPUTED BY COORDINATE METHOD. R/W - RIGHT OF WAY
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 11) TEMPORARY MAINTAINANCE EASEMENTS TO BE USED FOR CAN - CABLE TV BOX
APPROVAL EXPIRES IF SQUARE FEET IN AREA; MAINTAINANCE OF SOIL & EROSION MEASURES. TEMPORARY
EB - ELECTRIC BOX
NOT RECORDED ON OR BEFORE -Z 3 Z > 4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE EASEMENTS TO BE ABANDONED AFTER CERTIFICATION OF LINE TYPE LEGEND TEL - TELEPHONE PEDESTAL
AS CLOSE TO 90 DEGREES AS POSSIBLE ( AND NOT LESS COMPLETION HAS BEEN ISSUED BY WAKE COUNTY ENGINEERING. PP - POWER POLE
THAN 60 DEGREES); 12) DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS PROPERTY
O ERA UNE - UNE SURVEYED OHL - OVERHEAD LINE
-7�j � s� LAND RESTRICTIONS RECORDED IN D.B. 17941, PG. 2594-2634. _
5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL: 13) SIGHT DISTANCE EASEMENTS SHALL TAKE PRECEDENCE OVER — — ADJOINING UNE — UNE NOT SURVEYED LP - LIGHT POLE
DATE PLANNING DIRECTOR/REVIEW OFFICER VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS SIGN EASEMENTS. — — — - BUILDING SETBACK WV - WATER METER
MAY BE USED TO MEET THIS AND THE DISTURBANCE 14) ONLY NCDOT STRUCTURES ARE TO BE ERECTED IN EASEMENT WV - WATER VALVE
WIDTH STANDARD); AND PUBLIC RIGHT OF WAY. — BUFFER CO - SEWER CLEAN-OUT
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR 15) STORMWATER BMP'S ARE TO BE MAINTAINED BY THE • — FLOOD HAZARD SOILS XXXX — ADDRESS
WAKE COUNTY, NORTH CAROLINA THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED PRESCOTT MANOR HOMEOWNERS ASSOCIATION, PER
M.I.S.A.-MAX IMPERVIOUS SURFACE ALLOWED
I CERTIFY THAT I AM (WE ARE) THE OWNER(S) OR BY WAKE COUNTY ENVIRONMENTAL SERVICES. STORMWATER AGREEMENT RECORDED IN S.T. - SIGHT DISTANCE TRIANGLE
THE PROPERTY SHOWN AND DESCRIBED HEREON, D.B. 17850, PAGE 781
WHICH IS IN THE SUBDIVISION JURISDICTION OF OPERATION AND MAINTENANCE MANUAL FOR THE
THE COUNTY OF WAKE AND THAT I (WE) HEREBY STORMWATER DEVICES RECORDED IN
ADOPT THIS PLAT WITH MY (OUR) FREE CONSENT. D.B. 17850, PAGES 857-868, D.B. 17850, PAGES 978-979 & D.B. 17850, PAGES 1010-1018
�� y NC 96 16) IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY
OWNER: (����G�I 1 DATE: 4- `ZoZD SIL OWNERS TO MAINTAIN THE DRAINAGE EASEMENTS AND ANY ZONED R-80W
EEDSM DRAINAGE STRUCTURES THEREIN, SO AS TO MAINTAIN THE MINIMUM BUILDING SETBACKS
INTEGRITY OF THE DRAINAGE SYSTEM AND ENSURE POSITIVE
TECORDED ON DRAINAGE. FRONT 20'
EASEMENTNORTH CAROLINA, W4KC COUNTY.
:EEIE211E::88:5e APPROVAL SFROM WAKE MAY NOTCOUNTE D WITHOUT RECEIVING PLAN CORNER 20'
I, _NIGH�4EL A .r�+ 5 A NOTARY PUBLIC REAR 15'
OF THE COUNTY qNQQ STATE AFORESAID, CERTIFY IIIMPOIRIM:01111117) MAIL KIOSK AND ASSOCIATED PARKING SHALL NOT BES►DE 10'
TNO MAS S A ouvr 0111110, ALLOWED IN NCDOT RIGHT OF WAY.PERSONALLY APPEARED BEFOREo°°° ,°siBOOKGE1051 18) PRESCOTT MANOR H.O.A. SHALL BE RESPONSIBLE FOR
ME THIS DAY AND ACKNOWLEDGED THE EXECUTION s j,k.;1,`,A: O64,,,,gZONED R-40W
OF THE FOREGOING INSTRUMENT. WITNESS .` Cj ' MINTENANCE OF OPEN SPACE.
MY HAND AND OFFICIAL SEAL, THIS 779 .'�0 -TAR J.'•.• 19) THE INTENDED USE FOR OF OPEN SPACE PROVIDED IS FOR MINIMUM BUILDING SETBACKS
DAY OF ,�VZr ,2020. _ :.� .. TTHE CONSERVATION AND PROTECTION OF NATURAL AREAS, AS
• p0� • u WELL AS ACTIVE RECREATION AREAS. FRONT 15'
�. 0-- 20) AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS
G��--'_. �U �� PUBLIC WERE BUILT TO PUBLIC ROAD STANDARDS PER NCDOT. CORNER 15'
NOTARY PUBLIC ... ,:;:
ROADS IDENTIFIED AS PRIVATE WERE CERTIFIED AS COMPLETE REAR 15'
MY COMMISSION EXPIRES 7..-3 rezi sue' 47-•COk •� '' BY THE SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN EACH SIDE 7.5'
1,,,,,s 7 a a a���' CASE, WAKE COUNTY MAINTAINS NO RESPONSIBILITY FOR
MAINTENANCE OF THE ROADS.
21) APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY EXEMPT SUBDIVISION
AND/OR CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE.
22) NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR FINAL PLAT FOR
SEWER SYSTEM IS OPERATIONAL AND CERTIFIED BY AN
ENGINEER. (WATER SYSTEM # NC4392224) PRESCOTT MANOR
SUBDIVISION
"CLUSTER SUBDIVISION"
OWNER: SANCTUARY PARTNERS, LLC
REF: D.B. 16962, PAGE 1357
REF: B.M. 2017, PAGE 290
WAKE FOREST TOWNSHIP
N WAKE COUNTY, NORTH CAROLINA
100 50 0 100 200
A �— 3
OWNER/DEVELOPER: SCALE 1"=100' '
///1[\ h.
SANCTUARY PARTNERS, LLC
JUNE 25, 2020 co
Co
610 PRESIDENTS WALK LANE ZONED R-40W & R-80W "
S 1HE PURPOSE OF THE MAP IS TO CORRECT THE ROAD CARY, NC 27519(919)
NAME FROM SOUTHMOOR HILL ROAD TO SOU7FIM000R (919} 291-3023 PIN #1812.04-52-9154
HILL TRAIL ALL OTHER DISCLOSURE STATEMENTS, SHEET 5 OF 6
ell Aft'1 2 CERTIFICATIONS, SIGNOFFS ETC. CAN BE LOCATED ON
B.M. 2020, PGAE 892-897 PLG-1743-2019
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

BKBM2020PG01052
CURVE TABLE LINE TABLE -0
CURVE ARC LENGTH RADIUS CHORD LENGTH CHORD BEARING UNE BEARING DISTANCE G�
C-1 25.83' 335.00' 25.82' S 71'29'21" E L-1 S 73'41'52" E 129.14' 2
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN ,,,,"',r,rrrrrr, C-2 35.79' 25.00' 32.81' S 6942'40" W L-2 S 73'41'52" E 65.35' �Z I00
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY •`��N CAR() ,,, C-3 56.97' 335.00' 56.91' N 3334'31" E L-3 S 6537'02" E 139.25' Q �� ��.•� ' C-4 163.52' 335.00' 161.91' N 5275'53" E L-4 S 1972'34" W 147.27' /-.. '()(Di"Lit7 .
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS �L CS
/ '•,� ,
NOTED HERON;THAT THE BOUNDARIES NOT SURVEYED ARE 0 E p C-5 109.30' 335.00' 108.81' N 7545 43 E L-5 OMITTED OMITTED 0� c� O_4
OF ti.,�I y C-6 170.17' 50.00' 99.14' S 0236 34 W L-6 OMITTED OMITTED F,� C , -
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN '!-= C-7 48.46' 50.00' 46.58' N 5207'34` W L-7 S 23'35'05" E 42.00' V. Oct- of pNr
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR _ Q SEAL _ _ C-8 30.77' 25.00' 28.87' S 5937'37" E L-8 S 0430'29" E 75.00'
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN = e - C-9 198.27' 285.00' 194.30' N 6510'42" E L-9 N 65'01'22" E 64.40' O O Q
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE _ L-3794 - PURNELL RD c.
r C-10 82.30' 285.00' 82.01' N 36'58 32 E L-10 S 7903 29" E 146.69'
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL �;'f O,= C-11 35.79' 25.00' 32.81' N 1218'19" W L-11 N 76'34'26" E 133.95' Z
SIGNATURE, LICENSE NUMBER AND SEAL 2) v4cy5' C-12 35.23' 335.00' 35.21' S 5018'03" E L-12 N 06'46'29" W 72.31' SR 1909 T
/ SUR .a `7 C-13 183.90' 335.00' 181.60' S 3V33'43" E L-13 N 65'24'21" W 63.40'
THIS DAY OF �ULJ7 A.D. 2020. ##'',,'",4tl A. tt ,',` C-14 38.76' 25.03' 35.00' N 6013'10" W L-14 N 0139'00" W 140.49' S /
'',rrr,,,rrr,r,,,,N`,` C-15 63.03' 335.00' 62.94' N 80'44'45" E L-15 S 8737'48" W 143.68'
C-16 79.94' 335.00' 79.75' S 8701'43" E L-16 S 0000'00" E 44.56' .�
L-3794 C-17 59.84' 335.00' 59.76' S 75'04'32" E L-17 N 08'55'01" W 81.41'
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER C-18 90.35' 335.00' 90.07' S 62'13'56" E L-18 S 89'40'42" W 73.65' oN ---\---"--
C-19 33.71' 24.99' 31.21' S 8831'47" W L-19 N ST30'11" W 130.30' r i S I T E
C-20 30.84' 335.00' 30.83' N 5031'52" E L-20 N 0835'01" W 46.63' °0
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN C-21 92.12' 335.00' 91.83' N 6122'45" E L-21 N 63'51'48" W 113.42' o yN Q
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN C-22 69.37' 1025.00' 69.35' N 7111'43" E L-22 N 5279'22" E 97.94' z / -
ORDINANCE THAT REGULATES PARCELS OF LAND. C-23 133.51 1025.00' 133.41 N 76'51'56" E L-23 N 83'S4420" E 59.39' 0 ,�i� \
O C-24 101.56' 102.5.00 101.52' N 83'26'07" E L-24 N 83'S4 20 E 14.18' s p;
��J GAF = L-3794 C-25 100.41' 1025.00' 100.37` N 89'04'49" E L-25 S 32'25 27" W 142.94' 0
C-26 75.91' 1025.00' 75.89' S 85'59'30" E L-26 N 7607'55" E 147.51' U Ate O• Q-
PROFE SIONAL LAND SURVEYOR LICENSE NUMBER C-27 76.34' 1225.00' 76.33' N 8539'20" W L-27 N 5235'47" E 8.73' Z �•
C-28 20.07' 1225.00' 20.07' N 8734'36" W L-28 S 52'35'47" W 8.73' ,
C-29 127.85' 1225.00' 127.79' S 883750" W L-29 S 83'52'13" E 71.02'
WAKE COUNTY, NC 97 C-30 116.02' 285.00' 115.22' S 73'58'43" W L-30 S 83'52'13" E 50.15' VICINITY M A P
C-31 48.35' 285.00 48.29' S 577724 W L-31 S 15'S0 07" E 99.81
CHARLES P. G I LL I AM C-32 21.03' 25.00' 20.41' S 28'30'06" W L-32 N 73'41'52" W 192.21' LEGEND:
REGISTER OF DEEDS C-33 46.30' 50.00' 44.66' N 3036'00" E L-33 N 1550'07" W 99.75'
C-34 42.20' 50.00' 40.96' N 81'38'23" E L-34 N 74'09'53" E 76.87'
C-35 67.72' 50.00' 62.66' S 35'22'44" E L-35 N 88'59'06" W 34.10' EIP - EXISTING IRON PIPE
PRESENTED & RECORDED ON
07/09/2020 14:3S:58 C-36 46.75' 50.00' 45.07' S 3012'36" W L-36 N 893N
8'23" W 43.15' EPK - EXISTINGPK NAIL
C-37 38.21' 50.00' 37.29' S 78'53'31" W L-37 N 8619'27" W 66.93' 0 - NEWW IRON PIPE SET
1111111111111111111 11111 C-36 21.03' 25.00'335.00' 20.41' N 7641'28" E L-38 N 86'19'27" W 126.04'
L-39 N 86'19'27" W 161.41' R/W - RIGHT OF WAY
C-39 33.78' 33.77' S 5529'07" W CATV - CABLE TV BOX
BOOK:BM2020 PAGE:01052 C-40 93.02' 335.00' 92.72' S 6619'44" W L-40 N 31 47'21" W 99.64' EB - ELECTRIC BOX
C-41 66.40' 335.00' 66.29' S 7937'44` W L-41 N 4633'31" W 22.61' TEL - TELEPHONE PEDESTAL
C-42 121.88' 1275.00' 121.83' S 88'34'06" W L-42 S 61'48'58" E 22.61' PP - POWER POLE
C-43 91.22' 1275.00' 91.20' N 8638'37" W L-43 S 07'48'01" W 80.32' OHL - OVERHEAD LINE
C-44 42.42' 25.00' 37.51' N 44'00'47" E L-44 S 07'48'01" W 27.88' LP - LIGHT POLE
C-45 34.59' 25.00' 31.90' S 4414'05" E L-45 S 70'45'08" E 128.47' WM - WATER METER
C-46 43.84' 975.00' 43.84' S 85'09'31" E L-46 S 0442'15" E 99.93' WV - WATER VALVE
C-47 100.46' 975.00' 100.41' S 89'23'54" E L-47 N 8516'49" E 128.38' CO - SEWER CLEAN-OUT
C-48 117.60' 975.00' 117.53' N 8411'40" E L-48 S 8873'01" E 107.02'C-49 120.63' 975.00' 120.55' N 7711'42" E L-49 N 8873'58" E 50.94' IXXXX - ADDRESS
SITE DATA C-50 74.77' 975.00' 74.75' N 7177'13" E L-50 N 53'48'25" E 163.05' M.I.A. - MAX IMPERVIOUS ALLOWED
C-51 35.02' 285.00' 35.00' N 65'44'11" E L-51 N 26'34'48" W 165.21' S.T. - SIGHT DISTANCE TRIANGLE
C-52 270.67' 285.00' 260.62' N 35'00'30" E L-52 N 4117'24" W 146.03'
TOTAL AREA = 101.17 AC. C-53 17.35' 335.00' 17.35' S 0917'03" W L-53 N 4117'24" W 28.84' LINE TYPE LEGEND
(TO BE SUBDIVIDED) C-54 78.54` 335.00' 78.36' S 1779'06" W L-54 S 8612'28" E 34.14'
C-55 37.53' 25.00' 34.11' N 18 48'27" W L-55 N 49'23'11" E 30.83' PROPERTY UNE - UNE SURVEYED
LESS R/W = 8.222 AC. C-56 50.05' 50.00' 47.99' S 33'08'19" E L-56 S 51'45'48" E 116.25' - - RIGHT-OF-WAY
C-57 35.00' 50.00' 34.29' S 1535'33" W L-57 S 51'45'48" E 11.81' - - - ADJOINING UNE - UNE NOT SURVEYED
LESS OPEN SPACE = 30.379 AC. C-58 35.00' 50.00' 34.29' S 55'41'57" W L-58 S 86'24'51" E 26.36' - - OVERHEAD UNE
- BUILDING SETBACK
NET AREA = 62.569 AC. C-59 50.05' 50.00' 47.99' N 7534'11" W L-59 N 17'40'12" E 74.61' EASEMENT
C-60 37.53' 25.00' 34.11' S 89'54'04" E L-60 S 09'58'09" W 71.94' - BUFFER
OPEN SPACE REQUIRED (25%) 25.29 AC. C-61 69.52' 335.00' 69.40' S 53'02'07" W L-61 S 311736" W 46.70' • - FLOOD HAZARD SOILS
OPEN SPACE PROVIDED = 27.807 AC. C-62 32.94' 335.00' 32.92' S 61'47'49" W L-62 N 083910" E 127.58'
C-63 103.08' 335.00' 102.68' S 7375'44" W L-63 N 1707'01" E 79.98'
RESERVED OPEN SPACE = 1.128 AC. C-64 35.18' 25.00' 32.35' N 41'55'49" E L-64 N 06'4711" E 104.80' ZONED R-80W
C-65 38.37' 25.00' 34.71' S 4271'14" E L-65 N 2915'18" E 63.98'
AREA WITHIN WELL LOTS 2.166 AC. C-66 122.97' 285.00' 122.02' S 8118'53" W L-66 N 0136'59" E 18.15 MINIMUM BUILDING SETBACKS
LOTS IN R-80W 14 C-67 21.59' 285.00' 21.58' S 66'47'01" W L-67 N 01'01'27" E 87.50'
C-68 27.35' 285.00' 27.34' S 6131'52" W L-68 OMITTED OMITTED FRONT 20'
LOTS IN R-40W 58 C-69 162.21' 285.00' 160.03' S 42'48'38" W L-69 OMITTED OMITTED CORNER 20'
TOTAL LOTS = 72 C-70 93.04' 285.00' 92.63' S 1709'11" W L-70 OMITTED OMITTED REAR 15'
C-71 57.83' 335.00' 57.76' N 12'44'44" E L-71 N 0053'55" E 81.54'
TOTAL ROAD LENGTH 7,005 L.F C-72 84.74' 335.00' 84.52' N 2436'15" E L-72 N 00'53'55" E 158.16' SIDE 10'
C-73 38.62' 25.00' 34.89' S 12 04'23" E L-73 S 6978'45" E 60.84'
PROPOSED USE - RESIDENTIAL SINGLE C-74 118.72' 285.14' 117.86' S 6815'27" E L-74 S 07'48'01" W 47.26'
FAMILY SUBDIVISION C-75 50.70' 285.00 50.63' S 8517'20" E L-75 N 8332'13" W 37.05' ZONED R-40W
C-76 76.85' 285.00' 76.62' N 8133'24" E L-76 S 8930'39" E 112.17'
C-77 83.83' 335.00' 83.61' S 8170'00" W L-77 S 6773'52" E 76.74' MINIMUM BUILDING SETBACKS
C-78 69.06' 335.00' 68.94' N 85'35'32" W L-78 N 82'58'34" W 103.33'
C-79 49.51' 285.00' 49.45' S 84'39'47" E L-79 N 09'48'26" E 94.50' FRONT 15'
C-80 54.37' 335.00' 54.31' S 84'20'09" E L-80 S 07'48.01" W 60.95' CORNER 15'
C-81 130.07' 285.00' 128.94' S 8714'21" W L-81 N 74'09'53" E 50.78' REAR 15'
C-82 19.63' 25.00' 19.13' S 51'39'53" W L-82 N 74'09'53" E 103.38'
C-83 19.63' 25.00' 19.13' S 0639'53" W L-83 N 7409'53" E 15.23' 7.5'
C-84 226.14' 285.00' 220.25' S 3833'58" E L-84 N 877728" E 77.26'
IMPERVIOUS SURFACE CALCULATIONS C-85 61.68' 285.00' 61.56' S 67'29'50" E L-85 N 0232'32" W 96.85' SIDE
C-86 117.72' 100.00' 111.04' N 11'44'12" E L-86 N 877718" E 74.63'
C-87 88.13' 335.00' 87.88' N 6609'40" W L-87 N 0232'32" W 86.85' EXEMPT SUBDIVISION
IMPERVIOUS AREA CHART FOR R-80W IMPERVIOUS AREA CHART FOR R-40W C-88 68.10' 285.00' 67.93' N 66'51'10" W L-88 S 5000'25" E 125.59' FINAL PLAT FOR
TOTAL AREA 28.19 AC 1,227,956 SF TOTAL AREA 72.98 AC 3,179,009 SF C-89 31.98' 25.00' 29.85' N 2371.26" W L-89 S 1618'08" W 16.79'
C-90 37.. 2' 25.. 0' 33.87'.00 N 7" E L-90-91 N 73'41'52" W 151.93' P R E S C O TT MANOR
ALLOWED IMPERVIOUS (11%) 136,953 SF ALLOWED IMPERVIOUS (22%) 699,382 SF C-91 314.26' 100.00' 200.00' S 83'54'20" W L-91 S 73'41'52" E 151.93'
ROAD PAVEMENT 20,146 SF ROAD PAVEMENT 131,253 SF C-92 151.38' 65.00' - 119.41' S 8835'07" W L-92 N 1618'08" E 6.77'
CLUB HOUSE & MAIL KIOSK 0 SF CLUB HOUSE & MAIL KIOSK 2,088 SF C-93 12.31' 10.00' 11.55' S 593737" E L-93 S 36'04'43" W 7.18' SUBDIVISION
C-94 285.95' 100.00' 198.01' N 8907'15" E L-94 S 3604'43" W 90.57'
SCM ACCESS ROADS 712 SF SCM ACCESS ROAD 4,110 SF C-95 23.21' 100.00' 23.16' N 0033'14" E L-95 S 3604'43" W 1.88'
WELL & ACCESS ROADS 9,055 SF WELL & ACCESS ROADS 13,171 SF 42" W 100.22'
C-97 263.98' 100.00' 193.74' N 7721111'27" E L-97 S 8335'11" E 182.01' "CLUSTER SUBDIVISION"
REMAINING IMPERVIOUS 107,040 SF REMAINING IMPERVIOUS 548,760 SF C-98 20.22' 100.00' 20.19' N 0913'34" W L-98 N 0633'11" E 105.35'
TOTAL IMPERVIOUS ALLOWED FOR LOTS 107,040 + 548,760 = 655,800 SF C-99 208.60' 100.00' 172.78' N 74'48'43" W L-99 N 0208'43" E 125.88' OWNER: SANCTUARY PARTNERS, LLC
IMPERVIOUS ALLOWED PER LOT 655,800 / 72 = 9,108 SF C-100 4.21' 1275.00' 4.21' N 85'44'07" E L-100 N 80'55'19" E 41.90'
C-101 604.95' 100.00' 23.32' N 71'50'S0" W L-101 S 86'03'39" E 164.16' REF: D.B. 16962, PAGE 1357
C-102 23.37' 100.00' 23.32' S 7130'50" E L-102 N 715615" W 100.20'
L-103 s 88'41'19" E 45.80' REF: B.M. 2017, PAGE 290
L-104 N 85'06'31" E 88.26'
L-105 N 82'58'34" W 15.68' WAKE FOREST TOWNSHIP
N L-106 N 11'21'07" E 28.36'
L-107 N 0444'33" W 264.70' WAKE COUNTY, NORTH CAROLINA
L-108 N 39'5110" E 21.36'
L-109 S 04'44'33" E 57.66' 1 00 50 0 100 200
A L-110 N 04'44'33" W 15.60' -
iiII
L-111 S 45'38'06" E 14.03' 1.11 ININM
L-112 N 07'43'02" E 116.63'
//1\ ,
L-113 N 0830'47" E 104.40'L-114 N 87'27'28" E 4.10' OWNER/DEVELOPER: SCALE 1"=100' '
'
SANCTUARY PARTNERS, LLC JUNE 25, 2020 ui
610 PRESIDENTS WALK LANE N
S THE PURPOSE OF THE MAP IS TO CORRECT THE ROAD CARY, NC 27519 ZONED R-40W & R-80W 5
NAME FROM SOUTHMOOR HILL ROAD TO SOUTHMOOOR [phone] PIN #1812.04-52-9154
HILL. TRAIL. ALL OTHER DISCLOSURE STATEMENTS,
ctr
• cERTIFICATIONs, SIGNOFFS ETC. CAN BE LOCATED ON SHEET 6 OF 6 .74
B.M. 2020, PGAE 892-897 PLG-1743-2019
-......01-mmi JALI-.1i 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