NCC223368_Site Plan or Location Map_20221005

\
GENERAL NOTES
PROPERTY INFORMATION
LINEAR FOOTAGE OF ROADS
BUILDING SETBACKS
GRAN GE C
1) THE PURPOSE OF THIS SURVEY IS TO PERFORM SUBDIVISION OF LAND ON THE
CURRENT OWNER: THE TUSCAN GROUP, INC.
FRONT- 40'
\
OUNTY
PROPERTY OF THE TUSCAN GROUP, INC., BEARING NC PIN: 9756-00-18-3914 WITH A
SITE ADDRESS: NEAR JONES FERRY ROAD
CHESTNUT CREEK WAY - 681.00'
BACK - 25'
'HAT AM COUNTY
DEED REFERENCE OF BOOK 2115 PAGE 694 IN THE CHATHAM COUNTY REGISTER OF
CARRBORO, NC 27516
SIDE - 25'
/
�O
y
DEEDS AND CREATE 14 RESIDENTIAL LOTS, 4 OFF -SITE SEPTIC LOTS, AND 2 OPEN
REFERENCE: DEED BOOK 2115 PAGE 694 / P.C. A-22
MEANDERING WAY COURT- 200.00'
'NOTE: THE AVERAGE LOT SIZE FOR LOTS
SPACE LOTS TO BE USED FOR STORMWATER MANAGEMENT.
AKPAR: 1439
/
12,13 &14ALONG WALNUT BRANCH ROAD IS
\
IDS' `off SITE
2) THERE ARE NO NC GRID MONUMENTS WITHIN 2000' OF THIS SITE
PIN: 9756-00-18-3914
WALNUT BRANCH (EXISTING) - 1655.00'
/ Q
260,111 SF / 5.971 AC
S'p
3) ALL MEASUREMENTS SHOWN ARE HORIZONTAL GROUND DISTANCES.
4)ALL AREAS SHOWN ARE CALCULATED BY THE COORDINATE METHOD.
CURRENTZONING - R-1
TOTAL AREA:2,206,011 SF/50.64AC
\ gU
5) UNDERGROUND UTILITIES WERE NOT LOCATED ON THIS SURVEY
l R�FTTC�R
PERFORMED WITHOUT IS
BENEFIT OF ATITLE RFU,
IS SURVEYECTY
/
cFCgR
GRD
O�FRO
FACTS OR EASEMENTS ENTS WHICHWAS
MAYBE DISCOVERED BYA
SUBJECT TO ANY AND
ACCURATE TITLE SEARCH.
ABBREVIATIONS
LEGEND
p
\
7) THIS PROPERTY LIES IN FLOOD ZONE X (MINIMAL FLOOD RISK), WHICH IS OUTSIDE
AC ACRE(S)
EIP
EXISTING IRON PIPE
5/8" IPF
\
THE 0.2% ANNUAL CHANCE FLOODPLAIN AREAACCORDING TO MAP NUMBER
AG ABOVE GROUND
p IPS
IRON PIPE SET (5/8" UNLESS OTHERWISE NOTED)
/ pA /
(0.2'AG)
3710976400K, PANEL 9746, EFFECTIVE DATE 11/17/2017AND CID NUMBER 370299.
8) OFF SEPTIC LOTS 1A, 8A, 10A & 11AARE ANON PART OF THE
BG BELOW GROUND
DB DEED BOOK
0 CMF
CONCRETE MONUMENT FOUND
pti o,�
-SITE -CONTIGUOUS
EP EDGE OF PAVEMENT
0 CP
COMPUTED POINT
MAIN LOT (LOT 1A IS A PART OF LOT 1).
PROPERTY LINE
VICINITY MAP (NOT TO SCALE)
EIP EXISTING IRON PIPE
(PL)
n,L
9) LOTS 1-11 ARE TO BE ACCESSED VIA CHESTNUT CREEK WAYAND MEANDERING
WAY COURT. LOTS 12,13 &14 ARE TO BE ACCESSED VIA WALNUT BRANCH.
EIS EXISTING IRON STAKE
IPS IRON PIPE SET
- - -
PL NOT SURVEYED
- - SEPTIC EASEMENT LINE
U
\
10) PORTIONS OF WALNUT BRANCH ROAD HAVE BEEN RE -ALIGNED TOACCOMODATE
IRF IRON ROD FOUND
RIGHT OF WAY LINE
A 60' WIDE EASEMENT AND COUNTY STANDARD ROAD WHILE STAYING OUTSIDE OF
N/F NOW OR FORMERLY
^
THE RIPARIAN BUFFERS.
PB PLAT BOOK
°per
o �'
P.C. PLAT CABINET D1 prx \ Q w
PG PAGE SURVEY REFERENCES
P.S. PLAT SLIDE DEED BOOK 2115 PAGE 694 (CURRENT) ` �o
I, DRAKE KINSAUL, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN R/W RIGHT-OF-WAY DEED BOOK 369 PAGE 220
ACTUAL SURVEY PERFORMED UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK SF SQUARE FEET DEED BOOK 658 PAGE 339
2115, PAGE 694, ETC.) (OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED TYP TYPICAL PLAT CABINETA PAGE 22 (CURRENT) �N cg�
AS DRAWN FROM INFORMATION FOUND IN BOOK SEE, PAGE REFERENCES; THAT THE RATIO OF PLAT CABINETA PAGE 23
PRECISION AS CALCULATED IS 1: 10,000+; THAT THE GLOBAL POSITIONING SYSTEM (GPS) PLAT SLIDE 6-30
SURVEYAND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE GNSS SURVEY: PLAT SLIDE 18-88
PLAT SLIDE 25-86 EXISTING 10D \ /
(1) CLASS OF SURVEY -A
(2) POSITIONAL ACCURACY- H: 0.06' PLAT SLIDE 95-4PLAT SLIDE 95-447
GRAVEL ROAD
(3) TYPE OF GPS FIELD PROCEDURE - REAL-TIME KINEMATIC
(4) DATES OF SURVEY-APRIL 15TH, 2020 PLAT SLIDE 97-430 1/z" IPF
\ /
(5) DATUM/EPOCH - NAD 83/2011 PLAT SLIDE 2001-352 � ii
N/F PLAT SLIDE 2016-62 (0.2' AG -AT STONE)
(6) PUBLISHED/FIXED-CONTROL USE - JORDAN LAKE CORS ARP (PID DL3891) PRIVATE ACCESS ;; I
(7) GEOID MODEL- 12B RAKE KINSAUL, CERTIFY THAT THIS SURVEY CREATES A UNC TV PLAT SLIDE 2016-305 EASEMENT d
(8) COMBINED GRID FACTOR(S) - 0.99990797 !DIVISION OFLAND WITHIN THE AREAOFACOUNTYOR DB LQ PAGE 213
(9) UNITS - US SURVEY FEET JICIPALITY THAT HAS AN ORDINANCE THAT REGULATES R ^4co
AKPAR: 62226 �` ^p 12 I� I N/F
GELS OF LAND.
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. PIN: 9757-00-00-8436 ��bX o LARRY P. HUGULEY iii
PRELIMINARY USE ONLYX
THAT THIS PLAT MEETS THE REQUIREMENT OF G.S. 47-30 SECTION F-11-C-1. / p$ I X X X X X X N 77°00'31" E :U I N DB 1858 PAGE 771
AKPAR: 1458
(NOT FOR RECORDATION OR SALES) y� �° 39 x x x x x x x 75.64'
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS DFESSIONAL LAND SURVEYOR O / p3' X X X X X X A
x x x x x x I � W PIN: 9756-00-29-2820
- o
ENSE NUMBER L-5268 X SEPTICAREA(TYP)'
THE DAY OF 10 E� �7 X X X X X N 29°45'47" E X
CJ / yey� X X X X X 83.94' X :, m
PRELIMINARY USE ONLY .���P°�� �6°16� 26 XXXXXXXX XXXXI (t I
/ T
(NOT FOR RECORDATION OR SALES) S FE�o P�o$ y os X x X x X x X x x X x X x
A\! ry I i
X X X N 25°34'28" E X X X
PROFESSIONAL LAND SURVEYOR J / 106$ ��� X X X 79.36' X X D
LICENSE NUMBER L-5268 AREA WITHIN PUBLIC R/W TO BE y1" E / Fys N 58°39'42° E X X X X 11 q I
F 30.03' S 62'10'23" E .� U)
DEDICATED: 49,633 SF / 1.139 AC N 73° r X 15 X n
77°360g E/ 1p623 N 33°52'25" W �� 1/� N 2s°34'2 "E X X N 87°10'21" E 132.83'
X X X X NORTH CAROLINA
-N 170.53'
' 15.00' X X X X >� X X
- Nj8°1336"=1�6.34 0S �1��s/ ^ / y X X X J) X X X X COUNTY
1„ E 87' 22 n2 r v S62 X X X X X X X_ 5/8" IRF
- 78°21'2 ro L 15' WIDE SEPTIC SUPPLY yB39 / / s� w ` 7023 X� X X (0.3' AG) NOTARY PUBLIC FOR SAID COUNTYAND
I , A
s X X X 8q X X I STATE, DO
E gg' U LINE EASEMENT V z. S Nt >� HEREBY CERTIFY THAT
N 7g°0T36 1p0. C / / ems: 15' WIDE SEPTIC SUPPLY X X X 0 X X
E_ 22 U21 7 /� a°� �F LINE EASEMENT I J X X X X X X > 3/4" IPF A PERSONALLY APPEARED BEFORE ME THIS DAYAND ACKNOWLEDGED
2g'22' 10 1 1 sz. 9 z X X V X X 0.3' AG " THE DUE EXECUTION OF THE FOREGOING INSTRUMENT.
-/(j° L2° 0) O r 2 2 38.79'TIETO ( ) j
5/8" IPF / /N gg,_ �, 2 s� X /� x �i? SEPTIC EASEMENT X X X -WITNESS MY HAND AND OFFICIAL SEAL, THIS DAY OF
(0.2' AG) 102. g 9° A ��° N 02°11'44" E �' \ do P \ R6�° X 1 Oq X % X V E 20
L1 36.94' S E /
E s �` ? 2' / 3 k' �N 83°23'50'
N 00°09'0. E �1A q r c? a° "\ X X ): 178.66' X
(TIE ONLY) N 27'g13�21 L17 L18 p� LG ePSEMENj1p5 E 3�°g9 s�� \� \ /N�/� / r4 X X
I X X X / M/ ry C� X X X X NOTARY PUBLIC
0° m X X X X X ------------------------------
YY --------------------------
Ee L16 N65°25'15"W 1 �6p z3$ssljOSEP 66 >� �N /..E° XXX//o,X J ryXXXXXXXXXXX
N z / E / MY COMMISSION EXPIRES
N00°09'02"E 120.05. `J XXXXXXX XXXXXXXXX
5/8" IPF \
/fie 32.20' ti S 79°31'35" W 15.00' X X X X Y // 2 /2 X X X X O
(0.1' AG) s9° 115.10' ti N 29056'14" W 2 w X X X X �/ X X X
�6 ggRy„ 9.78' 10 ��° x x x X / �; x x x x �, N/F
O2 ?�8, \ sr, zo a X X x x �; o� x x x JEFFREY W. EARLE &
X C'' RING W PY ems, N a x x x �� o�. x x x
X 15' WIDE SEPTIC SUPPLY NDE a �- �^ W LISA B. EARLE CERTIFICATION OF OWNERSHIP AND DEDICATION
MEp I3 o X X X °O: ti ti X X rn
X X LINE EASEMENT �� OVR1 6 P E 363 O� , z X X X �: �ry� /f%o^ f! X X o DB 897 PAGE 641
n X X X O Cg 305 gyp" �� X :N 66°53'OS" E �?• X X I WE HEREBY CERTIFY THAT I EARE THE OWNERS OF THE
X X X a °� 15 ° X 59.89' X X "' AKPAR: 73481 ( > > OWNER(S)
X X X X 1g7 6Q U 55' R G� N oo \ �15' WIDE SEPTIC SUPPLY X X w PROPERTY SHOWN HEREON AND THAT I (WE) HEREBYADOPT THIS
x x x x x 51„�N \ / X PIN: 9756-00-29-3413 PLAN OF SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE
X X X X X X moo. N 70011.0 E LINE EASEMENT A
72 1g i N 79°31'35" E \ 26.14' 556 X ALL RIGHT-OF-WAYS, STREETS, ALLEYS, WALKS, EASEMENTS, PARKS,
X X X X X X S , / N 74°50'50" W �� 78 86' p \ Soy AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED.
X X X X X X 44.56' O O `L \ „N665/ A O
XXXXXX X1f9p0 S G6 9 \ O/6' 9 »� I D 20
X 7 MAYO � 15.00, ti o 1
S X X cn
3 �•.N
X X X X a �..._ 3 ® 1`'0 y�S ?0, 50'
X X X X X X X� �'\' 15.00' \rsr6° G� P%2 6°y3 -------------------------
X X X X X X Tiy RIPARIAN BUFFER Oy
X X x X X X N. a \ ..� / / / \ \�o. o �� N6 \ I 1 : WALNUT BRANCH ROAD OWNERS
X X 1 q X X X �` IT N 72°39'30" W o / \ \/�° ��� 6�S \ I ------WALNUT
(60' PRIVATE ACCESS EASEMENT)
N/F o X X X X X X , \. 40.06' N 15' WIDE SEPTIC SUPPLY / / \ \ / �� I N SEE NOTE #10
x x x x x x x o / o� \ y � o ( )
CARL L. BOSE & X X X X X X 5000 N LINE EASEMENT / / \ \�9 1 °
GENNIE A. BOSE X X 77 10X„A�., CO a a�° j / / \ \�S° ��o°L�
DB 710 PAGE 764 s 07, \m o30�/ / O u0, �/� �S"'o. CULVERT I 13
AKPAR: 71560 1g6 T 15605248'12"E O
PIN: 9746-00-98-3097 \ r�/ \'o '� / m� N \ 5/8" IRF
CHESTNUT CREEK LOT AREA TABLE
LOT#
TOTAL
INSIDE RIPARIAN BUFFER
WATERCOURSE
WETLANDS
NET USEABLE AREA
1
47,390 SF / 1.088 AC
47,390 SF / 1.088 AC
1A
21,455SF/0.492AC
527SF/0.012AC
21,455SF/0.492AC
2
66,148 SF / 1.519AC
66,148 SF / 1.519AC
3
152,438 SF / 3.499 AC
56,270 SF / 1.29 AC
1,516 SF / 0.034 AC
10,351 SF / 0.237 AC
140,571 SF / 3.227 AC
4
108,285 SF / 2.485
12,460 SF / 0.286 AC
245 SF / 0.005 AC
147 SF / 0.003 AC
107,893 SF / 2.477 AC
5
133,402 SF / 3.062 AC
54,830 SF / 1.258 AC
1,624 SF / 0.037 AC
3,546 SF / 0.081 AC
128,232 SF / 2.943 AC
6
128,615 SF / 2.952 AC
46,821 SF / 1.074 AC
1,492 SF / 0.034 AC
10,059 SF / 0.230 AC
117,064 SF / 2.687 AC
7
273,840 SF / 6.287AC
163,792 SF / 3.760AC
8,160 SF / 0.187AC
19,432 SF / 0.446AC
246,248 SF / 5.653AC
8
67,246 SF / 1.544 AC
24,499 SF / 0.562 AC
1,151 SF / 0.026 AC
66,095 SF / 1.517 AC
8A
18,443 SF / 0.423 AC
18,443 SF / 0.423 AC
9
84,121 SF / 1.931 AC
19,720 SF / 0.452 AC
967 SF / 0.022 AC
83,132 SF / 1.908 AC
10
57,690 SF / 1.324 AC
13,692 SF / 0.314 AC
713 SF / 0.016 AC
56,977 SF / 1.308 AC
10A
15,854 SF / 0.363 AC
-
15,854 SF / 0.364 AC
11
61,846 SF / 1.420AC
935 SF / 0.021 AC
61,846 SF / 1.420AC
11A
20,677 SF / 0.474AC
20,677 SF / 0.474AC
12
227,461 SF / 5.221 AC
227,461 SF / 5.221 AC
13
152,320 SF / 3.497 AC
1,946 SF / 0.044 AC
152,320 SF / 3.497 AC
14
400,554 SF / 9.195 AC
210,912 SF / 4.841 AC
14,367 SF / 0.329 AC
68,439 SF / 1.571 AC
317,748 SF / 7.294 AC
LINE TABLE
LINE
BEARING
DISTANCE
L1
S 04'1526" W
49.46'
L2
S 18056'26" W
34.52'
L3
S 18056'26" W
50.97'
L4
S 18056'26" W
62.89'
L5
IS 31 °07'26" W
22.87'
L6
S 31 °07'26" W
25.95'
L7
S 24001'24" E
53.48'
L8
S 24001'24" E
27.09,
L9
S 14055'56" W
217.97'
L10
S 0600626" W
98.22'
L11
S 46049'03" W
71.52'
L12
N 35003'40" E
81.76'
L13
N 35003'40" E
20.91'
L14
N 01050'46" E
69.59'
L15
N 25034'28" E
21.16'
L16
N 69012'26" E
143.80'
LINE TABLE
LINE
BEARING
DISTANCE
L17
N 76°29'22" E
36.37'
L18
N 76029'22" E
64.29'
L19
N 78007'36" E
101.71,
L20
N 78021'21" E
100.86'
L21
IN 78013'36" E
59.12'
L22
N 77036'09" E
37.17'
L23
N 73054'51" E
108.91'
L24
N 67023'08" E
110.26'
L25
N 60059'51" E
74.20'
L26
N 60059'51" E
36.79'
L27
N 54040'48" E
106.63'
L28
N 48037'15" E
103.73'
L29
N 44025'24" E
102.10'
L30
N 43014'54" E
103.34'
L31
N 42048'11" E
104.67'
L32
N 42016'07" E
150.67'
0
N/F
CARL L. BOSE &
GENNIE A. BOSE
DB 684 PAGE 9
AKPAR: 71559
PIN: 9746-00-98-309
0.4
RIPARIAN BUFFER---7:­` I / / ` \90' m p Vol( 50 )
-� / / 15' WIDE SEPTIC SUPPLY CT % o w 'o N/F
ti / /030 s / / �` LINE EASEMENT ( / �\ .6 :c� m O
n Nm p �Nm N 1 GEORGE W. BARRETT, JR. &
o / /Sy9 / /�15.00' \. �m \gym � KATHLEEN KUSBEL
/ 15.00, 2 2 END 60' PRIVATE EASEMENT / o N/F
a / / / 00 \ O 1n 35' R \ BEGIN 30' PRIVATE EASEMENT w KIM VARNADORE ANDREWS
TOpCREEKBgNK 3� oo \N rx N 89°03'37" E 302.83' DB 1691 PAGE 251
DB 1141 PAGE 501
w 206 / /�� �� \ �^ ) Yi: S 89°37'38" E 288.30' m AKPAR: 73480 AKPAR: 1397
a' S1 2
PIN: 9756-00-29-4032 UTILITY s/8" IRF N 5
0 8423
N 41 °36'52" E z <� X X X X X X X X
y3�3 y N TOP CREEK BANK �3 m z - - -
o .0
8.46' - TO SEPTIC' yB 0p' l IN l l \ 105.56' / Y ¢ \ X X X X X X X X o POLE (TYP) (2.0' AG)
S 13°26'39" W w m X X X X X X X X A
�cD 00- EASEMENT -� ~/ / / \� ^ 33.47' Lu w ♦♦• X X X X X X X
100' c9 w X X X X X X X W O
w av `4z's8 / O a � \ / X X X X X X D E 5565
S 81'43'i X X X A w 83.32' O S H 1 !!! X X X X X a, 010 n /
RIPARIAN BUFFER \ O L) 5
x x x x x x 2\ F �> p [ x x x x x N 77° 50'
X X X X X X X X X // r' % u / / 30' X X X X RIPARIAN BUFFER
�° iP 5/8" IRF
X X X X X X X X X y� , tP A - `\ X X X X
X X X X X X X X X X X / �x \ 00 0� \\ 90 \ o," X X (z.0'AG) /.' �...- N
X X X X X X X X X X X X X X X X p0 os �' jt� ', � 100.00' �� . /0 . X X �''' o J. ' /00
// Z 9 0 �- � o `... na
X X X X X X X X X X X X X X X X X
X X X X X X X X X X X ti/ / X X X X X X \ 90 s� 1�� 100.00' x o 00. a
I) X w
X X X X X x x x x x x T/ / x x x x x x X
5/8" IPF X X X X X X X X X X X h X X X X X X
X X X X X X X X X X X [U/ / SEPTIC AREA (TYP)K X �o STORMWATER I �,
;0.3'AG) X X X X X X X X X X X X X X X X \ �S ° BMP / WALNUT BRANCH ROAD
X X X X X a X X X/ / X X X X X X X \ s9�/ (30' PRIVATE ACCESS EASEMENT)
X X X X X v< X X o/ / X X X X X X X ��o (SEE NOTE #10)
X X X X X n ry X X X X X X X 76 p h
X X X X X X X X X X X X
X X X X X X X X X X X X XI WETLANDS AREA (TYP) BANK �O
// X X X o X X X X N. I TOP CREEK ,
XXXXXXXXXX N // X X X X 3�°X X X X X SS `I 0'
�X X X X X M X X X X X X X X X OS T ANDS AREA (TYP)
ci X X X X oo X X X 3.< X X X X X
NKXXXXXXXX / / XXXXXX moo" XXXXXXXX ` XX ���,4 \ �...
X X X X X X X X X X X „'V: X X �. to I / 5/8" IPF -
X `L X X X / �� (0.4' AG)
X X X X X // X X X X X X X X X X I o: 0P
3 N 69°35'43" W OVERHEAD %
X X X X X X X X X BOO X X X X X �; 61.57' ELECTRIC I / W BRPNGH° G��� N N/F
X X X X X // X X X X X X X X X X X I I
CURVE TABLE
CURVE
CHORD BEARING
CHORD LENGTH
RADIUS
ARC LENGTH
DELTAANGLE
C1
S 65°51'19" E
29.33'
25.00'
31.34'
71050'10"
C2
S 24047'41" W
48.99'
30.00'
57.32'
109027'49"
C3
S 57015'59" W
41.67'
55.00'
42.74'
44031'12"
C4
S 19008,561, W
30.06'
55.00'
30.44'
31 °42'54"
C5
S 39006'03" E
74.16'
55.00'
81.39'
84047'03"
C6
N 57012'38" E
72.59'
55.00'
79.28'
82035'34"
C7
N 47043'13" E
36.89'
35.00'
38.86'
63036'44"
C8
S 67016'49" E
32.85'
30.00'
34.76'
66°23'11"
C9
S 38053'41" E
113.98'
680.00'
114.12'
9036'55"
C10
S 44°36'11" E
21.38'
680.00'
21.38'
1048'04"
C11
S 13041'51" E
36.89'
35.00'
38.86'
63036'44"
C12
S 18012'54" E
65.16,
55.00'
69.74'
72038'50"
C13
S 74041'02" E
37.88'
55.00'
38.68'
40017'25"
C14
N 48041'06" E
65.41'
55.00'
70.05'
72058'18"
C15
N 16039'08" W
53.08'
55.00'
55.39'
57042'09"
C16
N 44039'05" W
18.45'
620.00'
18.45'
1042'17"
C17
N 36°52'O5" W
149.63'
620.00'
150.00'
13051'42"
C18
N 23°49'58" E
40.33'
25.00'
46.92'
107032'23"
State of North Carolina
County of Chatham
I, ........................ Review Officer of Chatham County, certify that the map or
plattowhich this certification is affixed meets all statutory requirements for recording.
Review Officer
Date
��:49N1L7_AI�7y_0»CZ>v%l�71:41Vm eralV971\It
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS
BEEN FOUND TO COMPLY WITH THE SUBDIVISION REGULATIONS OF
CHATHAM COUNTY AND THAT IT HAS BEEN APPROVED FOR RECORDING
IN THE OFFICE OF THE COUNTY REGISTER OF DEEDS.
PLANNING DIRECTOR OR AUTHORIZED REPRESENTATIVE
CERTIFICATION OF THE APPROVAL OF STREETS
I HEREBY CERTIFY THAT THE STREETS AND RELATED IMPROVEMENTS
HAVE BEEN INSTALLED ACCORDING TO PLANS APPROVED BY THE
DIVISION OF HIGHWAYS, EXCEPTAS NOTED HEREON; OR PROPER
PROVISIONS HAVE BEEN MADE FOR THEIR INSTALLATION.
DISTRICT ENGINEER, N.C. DIVISION OF HIGHWAYS
CERTIFICATION OF THE APPROVAL OF UTILITIES
I HEREBY CERTIFY THAT THE IMPROVEMENTS HAVE
BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO THE
SPECIFICATIONS OF THE CHATHAM COUNTY UTILITY POLICYAND/OR THE
CHATHAM COUNTY SUBDIVISION REGULATIONS, EXCEPTAS NOTED HEREON;
OR PROPER PROVISIONS HAVE BEEN MADE FOR THEIR INSTALLATION.
------------------------------20---------
SIGNATURE TITLE
x x x x x x x x x x 3 x x x x x x x „MEP QQ C ROBERT BRUCE PAGE & ADEQUATE SOILS CERTIFICATION OF REVIEW BY LICENSED SOIL SCIENTIST
x x x x x x x x x x x �'x x x x x x x x \. i I N9o°oo'oo"w 18z.1z' \ � DOUGLAS PAGE
7 x x x x / /_ _ x x x x xx x x x x x x x x _ .�
X X X X X L-_ X X X X X X X X X I HEREBY CERTIFY THAT LOT
\ STORMWATER / / DB 1822 PAGE 156 S SHOWN ON THIS PLAT FOR
3/4" IPF J: BMP m / RIPARIAN BUFFER o HAVE BEEN REVIEWED IN ACCORDANCE WITH THE .1900 NORTH
I / R' AKPAR:69883
X X12 53' X 57.51' 69.30' 126.24' 69.10 X S 89°35'36" W 0.3' AG) [? 1 / I CAROLINA LAWS AND RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS. AS OF THIS DATE, AND BASED
CM S 89°37'21" W 448.68' (TOTAL) 99.86' CMF S 89°34'52" W 472.14' ( G \ - PIN. 9756-00-37-7676 OF EXISTING SITE CONDITIONS THE LOT NUMBERS ABOVE ON THIS PLAT MEETS THESE
ON THIS REVIEW
o I - / w REGULATIONS.
5N IPF m z OPEN SPACE "B" w cn
(BENT - NAIL oo o /� I 32,597 SF / 0.748 AC o
cn SET @BASE) m w � w ry T.,S,C♦♦. o /'
CD A CERTIFICATE DOES NOT REPRESENT APPROVAL OR A PERMIT FOR ANY SITE WORK. FINAL SITE APPROVAL FOR
CD
Oz AE_ L / / ISSUANCE OF IMPROVEMENT PERMITS IS BASED ON REGULATIONS IN FORCE AT THE TIME OF PERMITTING AND IS
CD A m m �f v� / DEPENDENT ON SATISFACTORY COMPLETION OF INDIVIDUAL SITE EVALUATIONS FOLLOWING APPLICATION FOR
302.43' 254.14' AN IMPROVEMENT PERMIT DETAILING ASPECIFIC USE AND SITING.
- O S 89°35'00" W 556.57' (TOTAL) 5/8" IPF S 89°33'48" W 511.79' CMF
j CMF S 89°35'33" W 472.43' (TIE ONLY) 3/4" IPF S 89°34'14" W 181. 5' ' 5/8" IPF (0.2' AG)
(0.4' AG) ""i (0.5' BG) ANY CHANGE IN USE OR ANY SITE ALTERATION MAY RESULT IN SUSPENSION OR REVOCATION OF CERTIFICATION.
CZ N/F CULVERT
(0 3'AG) STEWART J. BRYAN DATE NC LICENSED SOIL SCIENTIST (SEAL)
_ DB 1900 PAGE 580 WALNUT BRANCH ROAD // N/F N/F
AKPAR: 1374 (30' PRIVATE ACCESS EASEMENT) / / CAROL B. DIXON & JULIA B WHITNEY, TRUSTEE (75%)
PIN: 9756-00-18-0253 / // WILLIAM B. DIXON JULIA CALDWELL BRAWLEY (25%)
DB 418 PAGE 359 DB 658 PAGE 339
AKPAR: 1373 AKPAR: 1372
PIN: 9756-00-18-9300 PIN: 9756-00-28-5352