NCC241398_Site Plan or Location Map_20240509

BKBM2023PG02086
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I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN M ES cc
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ,,,,,,,,,,,,,,,,, N TES' pp cc
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS ��,,,� N CAR°,,,,, 1) AREA COMPUTED BY COORDINATE METHOD. -cL Q
NOTED HEREON;THAT THE BOUNDARIES NOT SURVEYED ARE a'c 4/ '' 2) THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY. Z 0
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN _ S PROPERTY MAY BE SUBJECT TO NEUSE RIVER RIPARIAN BUFFER RULES.CALL p 7 p rn
SS 3) THI
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR ' 14.01 ,�4' ''9 : r N.C. DIVISION OF WATER QUALITY TO VERIFY (919-791-4200). ('RSec D
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN _ Q. '�'; WAKE COUNTY NC 64 4) NO BUILDING IS PERMITTED WITHIN 20' OF A WATERSUPPLY WATERSHED BUFFER. NF-Z( cc Z
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE = = SEAL TAMMY L.. BRUNNER I 5) MAXIMUM IMPERVIOUS SURFACE AREA ON EACH LOT WILL BE STRINGENTLY t1, R70 Q
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL = . L-3794 �_ _ REGISTER OF DEEDS ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY. O. °°O GF�O
SIGNATURE, LICENSE NUMBER AND SEAL 1.7 PRESENTED S RECORDED ON 6) ALL LOTS WILL HAVE COMMUNITY WATER AND INDIVIDUAL SEPTIC SYSTEMS. M - .5)?
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l 11,1/0-k/co : 11/27/?923 11:36: 16 7) SEE SHEET 2 OF 3 FOR SITE DATA, IMPERVIOUS CALCULATIONS, LINE AND CURVE n ,
THIS 3RD DAY OF OCTOBER A.D. 2023. / S,,,•,UR,.... O TABLE Q 970
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III II
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II 8) SEE SHEET 3 OF 3 FOR ALL NOTES, CERTIFICATION AND SIGNATURES. z �O ,\g0 Q
''e,,,,,,,,,,,,,,,,,, ! 9) AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC WERE BUILT TO o ��- c,L co
BOOK:BM2623 PAGE:A2U86 PUBUC ROAD STANDARDS PER NCDOT. ROADS IDENTIFIED AS PRIVATE WERE �R� GC -4 IN
�� �� ,��c� CERTIFIED AS COMPLETE BY THE SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN Q \O rn
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER EAlcH
ROADS, WAKE COUNTY MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF Z P��\c�0� >-
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THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN I I 1 ©
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN I I I O 1 / PERRY BLUFF DR
ORDINANCE THAT REGULATES PARCELS OF LAND.
1 1 + 1 9 ( 8 I I TIE TO THE INTERSECTION 0_
B.M. 2020, PAGE 892 OF STONY HILL ROAD 0
I 1 1 ' �0) I I i PRESCOTT MANOR SueDlw�oN PORTION & PRESCOTT MANOR WAY Q C T
PORTION OF 30' I 1 ® 1 1 1 SUBDIVISION B.M. - 2020. PAGE 892 �- �_ PERIMETER SETBACK �V� J I
��' PERIMETER SETBACK 1 PRESCOTT MANOR I 25 T&VPZ B.M. 2020, PG. 892
✓ L-3794 B.M. 2020. PG. 892 I B.M. 2020. PAGE 892 k J-- B.M. 2020, PG. 892 HEREBY ABANDONED -
HEREBY ABANDONED
HEREBY ABANDONED PRESCOTT MANOR SUBDIVISION O C-3�
PROFESSIONAL LAND SURVEYOR LICENSE NUMBER !�
5� PUBLIC W 98=_95 \ N
30'SPERIMETER — '� PER BLUFF DRIVE - — ,6.42•_ _ �\ EIP -
TION OF 25'T&VPZ PER �d SS 105OQ� (. �, AZI�O \\\ 25'T&VPZ VICINITY M A P
B.M. 2020, PG. 892 I B.M. 2020, PG. 892 — 1,x7i 100.00' IV._- ® iI \ B.M. 020, PG. 892
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OPEN SPACE/ 8 25'T&VPZ M HEREBY :ANDONED - - 110_00_- _ 1060'- - \ A 1 ® "__ N� \ �� 30 SETBAC PERIMETER
PRESCOTT MANOR SUBDIVISION B.M. 2020, PG. 892 85•�31 E _ 110_00_ - I I �]- <D / I 1- - LEGEND.
B.M. 2020, PG. 892 i `1 N Itaoo_ - I ( I 0 I I 1' \ r,�-
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_ — 1 I I v I I I N \\ �'+ sY"�� EPK EXISTING PK NAIL
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_ - — — 328.08'EIP L-9 �P_�_ I I I g $I 30,285 S.F. m o 9
I �'' ` myo c NIP - NEW IRON PIPE SET
r 85'28' ,. E / g I I I I i �� ; 0�69 AC. \�\ ?� ��,
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N s4.1s' i5829' ---- _ _�/ I g I I I I I I 127, CATV - CABLE TV BOX
- -- - �' '� ---_ __ -__ - - -_I- I I I I31,552 S.F. I S'F'I \\ ��A 9F� EB - ELECTRIC BOX
_ I I I 1 I I 0.631 AC. I �\ �9
TEL - TELEPHONE PEDESTAL
- .s - -= T 2s'T&vPz I I 33,118 S.F. 10.724 AC. I MIA:8.500 S.F. i ' °"�^ ` Gs
r-- r- \ 40 I S.F.I 30' PERIMETER I I 127,500MIA 8,500 S F. C� I -- \ �'c,•�G PP - POWER POLE
NAIL IN STONE I \ SETBACK I i27,500 S.F.I 0•�60 AC'• 1 n 1I P - i1'CONTROL CORNER 1 CE) I I 27,500 S.F10.631 AC. I MIA 8,50o S.F. 1 1 I — - �\\ �\ ��� OHL - OVERHEAD LINE
N(y>:821,281.4s' 12s r&vPz \y \ 28,750 S.F. 27,500 S.F.I 0.631 AC. I MIA 8,500 S.F. �,, N�, 1 I ` � \
E x:2115 281.42 60,647 S.F. I I 0.631 AC. 0.631 AC. I MA: ,500 S F. I t
I -L I L_ _ - LIGHT POLE
( ) ►� \ 0.660 AC. S.F. I MIA a5oo S.F. I 1 I '�' ,25 T&VPZ \\\ `o coos WM - WATER VALVE
- WATER METER
`�,c \ 1.392 AC. I t MIA:8,500 S.F. I MIA 8,50o I ! I \ - - - _ _ _�
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o� I ,s q,, _ -31„" E- - --rn 52_ , o \ �s CO - SEWER CLEAN-OUT
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1 NEW 20' PUBUC ... \'` 8�O -0 W 11500 _ — - — — -_ — p ®\x� 0.919 AC. / /��j rj �; ?m� T&VPZ - TREE & VEGETATION
N. - 700_68 - \o \ MIA 8,500 S F. / PROTECTION ZONE
I DRAINAGE EASEMENT - / •' FFE 377.57' 'j" r.` q, �,Ac
I ``` may\ 1'i/�- \\ ( // I!'��/ \� SETBACK / / �/ , I Il N ��Mz MIA = MAX IMPERVIOUS ALLOWED
I \ N5 5 & 43197 S.F. i 20' BUILDING / j to o:o v f.: BFE - BASE FLOOD ELEVATION
1 \i \ \ \ 0.992 AC. . �\ NEW 100-YEAR _I o.• i r'1 - i v�x�,-� FFE FINISHED FLOOR ELEVATION
I MIA:8,S00 S.F. FLOOD EASEMENT y' / 66,198 S.F. j7 F2 m
�'�`� NEW 20' PUBUC \ Q \ \..
• 41 -- BFE: 376.57' , / ' / 1.5'20 AC. /I '�
\ DRAINAGE EASEMENT \ ®�' �5 C� . / / j rn'0o Cc
I `\ �• \ 45,988 S.F. Zg1 g 6g� 59' o / / /' a, / MIFA1 Es:s00n r lj !" ti Z
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` x� I�]`--20' BUILDING / / u o FRONT CORNER 15'
N o z 1 / �sF / .�/ `\ `\ 1.208 AC. \ ��G R ® '\ .- C. SETBACK
0 1 / \ \ MIA 8,500 S.F. \ �, \)� /� 1 NEW 20' PUBUC C' / . / zmm REAR 15'
i mmr I 'y// \` / \`�`\ \ �� 50 ' 1 EASEMENTANAG C, 6+• _ ('1�/// u0-, roo^; SIDE 7.5'
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I 1 / :, / 32,932 S.F. \ \ aE 1+ ,1.� 42,417 S.F. ,� \ c, N / 0 N�.,r
o�+ ��/ \ \ \ �� P`` 20' BUILDING . 2S �`. / w o`O°cjZ
to w 4- 1 0, / / 0.756 AC. ` v K k. s$� II+ 7 0.974 AC. SETBACK 2 ��
`'' `'' / 41' \ 4 , 49 E + + WA:a5oo S F. / j C� '/" 8.I MIA:8,500 S.F. \ /
1 LOT 83 37 ` C' x + 60' WATER SUPPLY / 4j m m
/ C -BT \ •J} / ,► 1 " N 29,987 S.F. f*1 mm
I / OFF-SITE SEPTIC _ 20' BUILDING \ / 0 - NEW 10' PUBLIC % WATERSHED BUFFER /' '/ / N o
1 / EASEMENT /2 2LO SETBACK \ �/ -1 NEW
ACCESS + P`i MEASURED 30' 30. / C, W 1 0.688 AC. -ti '
J'•5' �/s .�g/ EASEMENT N ;f FROM STREAM/ /' • 1
1 25'T&VPZ / 22,049 S.F./0.506 AC. / _` C-9 N Ut g3y \ Co / / MIA 8,500 S F. cn
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41,790 S.F. I' 11 / \ o . • ,
/.. NEW 50' PUBLIC 4 60' WATER SUPPLY It ' \ C-21 G /0 BEIB
/ / DRAINAGE & SCM % WATERSHED BUFFER i'` / ® \ - 0.959 AC. 5.0'"1+1 +1 • i' \ /ry0 \�••� <I / v .AC6ES EASEMENT / MEASURED 30' G / \ MIA:8,500 S.F. 11 t . , .1.0' 0' BUILDING - - 0 - N
I S �/ / / c + SETBACK \ '
F� / GJN 2/ 0\ FROM STREAM N' /\ \ 30' WATER SUPPLY i / W
? / ' C-1 �' ,,t WATERSHED BUFFER I + i' / tr. v v
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P\, /� \ 29,368 S.F. \ , SETBACK
0 I WATERSHED BUFFER \ s#' '/ $ / \ +- / 46,598 S.F. \ - 94 25'T&vPZ-II -
a' 1 .'� - \` \ / /NEW 20' PUBLIC 1.070 AC. \ 36,298 S.F. I N CO CO
1 20' BUILDING / / ` N \ / / DRAINAGE MIA 8,500 S.F. / . or,-
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I SETBACK / V I ' ---- / / \\ 60' WATER SUPPLY\ / 6 1 \\"Q `3 EASEMENT \ 0.833 AC. I W t D D••-,
r 1 ' IN. WATERSHED BUFFER 1 % 32 428 S.F. Co o).>m
I OPEN SPACE#1 b I �0 / � \ \• . , \\ � \ '� �_
I �� NEW VARIABLE WIDTH STORM v/ 0' BUILDING , 29,997 S.F. MEASURED 30' \' " \ \ 20' BUILDING 4' / 0.744 AC. I • -D O A N
344,075 S.F. DRAINAGE EASEMENT FROM TREAM NEW VARIABLE WIDTH STORM \ `�- \ �= rn��
\ I 'FOR SCM ACCESS / / SETBACK \
\ 0,689 AC. \ DRAINAGE EASEMENT
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SETBACK .� / MIA 8.500 S F. le` 30' PERIMETER I ot 4•N
7.899 Al'AC. - I & MAIN ANCE" ;el)
/ j . MIA:8,500 S.F. \ �s \ / \ T SETBACK _
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RAI!(AGE EASEMNTSTORMWATER WEILAN 'V 933 S.F. , \- ���'dB\ / 25'T VPZ SETBACK- _i � Ow / 29, SETBACK \ scM�I2 \, LOT 92 7�, s \ /-- - - _ - 139.Q2'
\ ✓ ���o / 0.687 AC. sTnRMwATER wETuw� , c�/�OFF-ATE SEPTIC _ --- - W — —
L. i �� �� •'�� MIA 8,500 S F. Icp_ -ii 0.�' g �`\ EASEMENT S - EIP
,72�' SHEET 1 OF 3
/ he P S/ / 60' WATER SUPPLY ` ��� 0.275 AC.- fi1'��_-�� S 85'04 33
2 / / 0' , e / `s__1-. 1 j"�11.988 S.F./ 125. 4, .6, 78'
� \ S t¢` p / -,c ♦ ' O 0'� '� / WATERSHF� BUFFER in?) i ` / 121.31' +' W 311.08
�_ _ �. `�\\ _ MEASURED 30' FROM STREAM/ `- �- ,� - �c.a s 85'1809 __ FINAL SUBDIVISION PLAT FOR
S� . i / w__�4 - PRESCOTT MANOR
Ti I` — � � ZS>_ c,t. \ g 3� . / WATERSHED BUPFFER I / / �: - \
�; &L��___ ,2 25'T ,�Z , SUBDIVISION PHASE 2
\ __ I / JERRY W. KEITH TRUSTEE &
��� ��_ ¢ ] j w� ���//// /,/ \_ \ SETBAC� / SANDRA E. KEITH TRUSTEE » »
I / / / / �� \ / / D.B. 15040, PAGE 2451 I
CLUSTER SUBDIVISION
�� - 50-0�- e'' //� \ \ \ ` /� /� PIN f181204 0 PAGE 6 7 OWNER: SANCTUARY PARTNERS, LLC
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NEW 20' PUBUC ` S 8 /O- // \ \ o �/
N DRAINAGE EASEMENT _� -�� / \ \ i / REF: D.B. 19080, PAGE 423
` ` \ y / 100• NEUSE RIVER
100' NEUSE RIVER -- -- ` /
.. RIPARIAN BUFFER RIPARIAN BUFFER
\ REF: B.M. 2022, PAGE 1213
MEASURED 50' FROM ` ` 100' NEUSE RIVER / ��� MEASURED 50' FROMI
TOP OF BANK N� _ �0' WATER SUPPLY MEASURED 50' FROM ` �"RIPARIAN BUFFER � / TOP OF BANK NEW LIGHT TOWNSHIP =
JIMMY D, KEI 2 ORTH CAROLINA
& WATER SUPPLY & IMMES C. KEITH WATERSHED BUFFER TOP OF BANK 20' PUB` WAKE COUNTY, N
WATERSHED BUFFER
D.B. 19091, PAGE 2253 DRAINAGE Q
B.M., ///1[\\ .
2022, PAGE 1213 EASEMENT LINE TYPE LEGEND o
PIN1812.04-50-7356 100 50 0 100 immill200 Z
PROPERTY LINE - LINE SURVEYED Q
RIGHT-oF-WAY OWNER/DEVELOPER: �®
ADJOINING LINE - UNE NOT SURVEYED
— - - OVERHEAD LINE » O
— — — - BUILDING SETBACK SANCTUARY PARTNERS, LLC SCALE 1 =100 0
EASEMENT 610 PRESIDENTS WALK LANE w
— BUFFERHAZARD SOILS CARY, NC 27519 JULY 11, 2023 0-
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PIN# 1812.04 60 1935
''"4.11.11) 1 --' -' 1--- ‘11.111 PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, •P.O. BOX 1253, WAKE FOREST N.C., •27588, (919) 556-3148 PLG-003829-2022 X