NCC222417_Site Plan or Location Map_20220705

BKBM2021 PGO1847
I, MICHAEL A. MOSS CERTIFY THAT THIS PLAT WAS DRAWN `
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY N/F
PERFORMED UNDER MY SUPERVISION FROM REFERENCES AS ALL AROUND INC y
NOTED HEREON; THAT THE BOUNDARIES NOT SURVEYED ARE N/F D.B. PAGE 1076
ZUBOV, STANISLAV PIN# N# 1181 812252232
CLEARLY INDICATED AS DRAWN FROM INFORMATION SHOWN ZUBOV, JENNIFER ROCHELLE j r R 19 EIP _
IN THE REFERENCES, THAT THE RATIO OF PRECISION OR D.B. 17378, PAGE 2461 f N.C•S. L_ 3L-14 „///,i/i 10' ADDITIONAL R w
POSITIONAL ACCURACY AS CALCULATED IS GREATER THAN PIN# 1812250109 R W L_11 L-12 /////„�a,i/i- ( / )
V8�-�C' L-10 ///////'//////fl/ L_43 L-44 DEDICATION HATCHED
1:10000; THAT THIS PLAT WAS PREPARED IN ACCORDANCE 60' Q 8 t-g f,//ii L_41 L-42 I (0.158 AC.)
WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL RpAO L- /L-40
SIGNATURE, LICENSE NUMBER AND SEAL CK
_ S GH 30.0' PERIME� -p V)
THIS 20TH DAY OF OCTOBER A.D. 2021. Tp11 -4 // G� EA530 N -TREE AND VEGETATION ,
Oo�l5$ pC 2 `/11 1 ,//////// 5 \ 0'70 SIGH 5211 50.0' PROTECTION ZONES / N
\0 CiIp"I EIP El 1. 'i `/3� I CID SIGH
t TRIANGLE SIGN 20 0'
L-3794 /�pcK�j� t1� PUBLIC cD 30.0'
PROFESSIONAL LARD SURVEYOR LICENSE NUMBER �31 0 pER1µE�`irTpT10N J 13 � 8 DRAINAGE / = PERIMETER
30 pND AGE ES �J2 OQ EASEMENT f*1 SETBACK
/ •\ 50EpRO�C 30 X30' SIG SIGN I 64, 906 sq. ft. / 25.0' TREE
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN \ \ EpsEMEN 00 N -o 1.490 AC. AND VEGETATION
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN � Cpo M.I.S.A.-8,500 S.F.
PROTECTION ZONE
ORDINANCE THAT REIGULATES PARCELS OF LAND. \ 4'o �, 000 sq.ft.
n / /
r
L-3794 ` M0.918ACF f ��<'�
PRO SIONAL LAND SURVEYOR LICENSE NUMBER \ \\ ,/
,,p,unnrHr,r �n
,,,�%%%`�N CARo N/F `,\ 35 / ���` S / K496 sq.ft.
gg� � WAKE COUNTY. NC 3 CONNELLY, ROBERT W \ 1 40,164 sq.ft. R 1.251 AC.
2� OFE D� �,= TAMMY L. BRUNNER D.B.0005973, PAGEN00629 \
0.922 AC. 0 A \ / M.t.S.A.=B,soo S.F.
4� its, = REGISTER OF DEEDS PIN# 1812240922 �\ 10.0' BERM M.I.S.A.�8,500 S.F.
_ MAINTENANCE
- PRESENTED & RECORDED ON EASEMENT
r L-3794 = ` �Q
sly �� 10r21f2021 09:35:33 \\ 25.0' TREE AND*SEE
MAIL KIOSK
{ \ VEGETATION / *SE SHEET 12 ON C\Aj �s0
'%�',�/ ~O SURv� �� �� I INIIII (IIIII III Iilll III (III IIMI IINI IIIIIIIIII INI (III / \\ PROTECTION ZONF��
`\30.0'
''.4E1 A• BOOK: BM2021 PAGE : 01847 ;V� sETBACfC 43,541 sq.ft.
................
1.000 AC.
NOTES:
LEGEND:
"`" LA/
EIP - EXISTING IRON PIPE
RD
EPK - EXISTING PK NAIL
p>, LC
EIB - EXISTING PK NAIL
NIP - NEW IRON PIPE SET
E3
o
2
R/W - RIGHT OF WAY
SITE
y
CATV - CABLE TV BOX
000
EB - ELECTRIC BOX
o
TEL - TELEPHONE PEDESTAL
a
z
PP - POWER POLE
o
p
OHL - OVERHEAD LINE
10�
o
LP - LIGHT POLE
WM - WATER METER
z
WV - WATER VALVE
CO - SEWER CLEAN -OUT
®X - ADDRESS
NIP - NEW IRON PIPE
BEIP - BENT EXISTING IRON PIPE
T&VPZ - TREE & VEGETATION PROTECTION ZONE
M.I.S.A - MAX IMPERVIOUS SURFACE ALLOWED
IMPERVIOUS SURFACE CALCULATIONS VICINITY M A P
* MAXIMUM ALLOWABLE IMPERVIOUS PER LOT IS LISTED ON EACH LOT OWNER/DEVELOPER:
IMPERVIOUS IN ROADWAY: 20,561 S.F./O.472 AC.
ALLOWED IMPERVIOUS AREA (12.9%): 89,463 S.F. CANTIERE DEVELOPMENTS, LLC
8505 ALDEN LANE
REMAINING IMPERVIOUS AREA: 110,024 S.F. WAKE FOREST, NC 27587
\
1. AREA COMPUTED BY COORDINATE METHOD. / M.I.S.A.-8,500 S.F. \ � � PUBLIA TOTAL IMPERVIOUS ALLOWED FOR LOTS: 68,000 S.F(919) 285-8986
2. THIS PROPERTY MAY BE SUBJECT TO NEUSE RIVER RIPARIAN BUFFER -Z \ / j / DRAINAGE
RULES. CALL N.C. DIVISION OF WATER QUALITY TO VERIFY / \\ / I r EASEMENj '�l IMPERVIOUS ALLOWED PER LOT (8) = 8,500 S.F.
(919-791-4200). \\ / 200' 1 ) TOTAL IMPERVIOUS: = 88,561 S.F.
3. NO BUILDING IS PERMITTED WITHIN 20' OF A WATERSUPPLY -� \
/
Ln
UiLDING
WATERSHED BUFFER. SETBACK cp
/ �+
4. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT I � / \ � DRAINAGE EASEMENT NOTES:
STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR y ' 4 EASEMENTS FOR STORM DRAINAGE SHOWN ON THE PLAT
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD
a
ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR
FEMA. [14-14-1,2(A-H)]
EIP
5. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY THE
I CONTROL
BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT
CORNER
N: 824593.09.
ARCHITECT, AND OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT '
E:2112282.16 N \
ALL FLOOD HAZARD REQUIREMENTS ARE MET.
6. THE LOTS IN THIS SUBDIVISION WILL BE SERVED BY INDIVIDUAL WELLS
AND INDIVIDUAL SEPTIC SYSTEMS.
7. MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH LOT WILL BE
N/F FENCE <DR
STRINGENTLY ENFORCED WITH NO/EXCEPTIONS INTO PERPETUITY. PLANS I
CONNELLY, ROBERT W SEA
APPROVED LIMITING THE MAXIMUM IMPERVIOUS SURFACE TO 8,500
CONNELLY, LYNN E '
D.B. 5973, PAGE 629 x'
SQUARE FEET PER LOT.
PIN# 1812241620
I
8. APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY f
LOT 4
AND/OR CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE.
I
EASEMEN
(1.517
9. THERE IS NO NCGS MONUMENT WITHIN 2000' OF THIS PROPERTY.
(HATC
10. AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC
(SEE No
WERE BUILT TO PUBLIC ROAD STANDARDS PER NCDOT. ROADS IDENTIFIED
AS PRIVATE WERE CERTIFIED AS COMPLETE BY THE SURVEYOR AND
�D�{ rt "
ENGINEER OF THIS DEVELOPMENT. IN EACH CASE, WAKE COUNTY
10, MAI&
MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF THE ROADS.
M/
11. THE ROAD SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE
EA
STUB ROADS THAT ARE INTERNED TO BE CONNECTED TO THE ADJACENT
;.;%
PROPERTY AT SUCH TIME THAT THE PROPERTY IS DEVELOPED. THE
w ! '•
`" '­
INTERCONNECTION OF NEIGHBORHOODS WITH A ROAD NETWORK ENSURES
\ a) , . i` ,
THE EFFICIENT FLOW OF DISPERSAL OF TRAFFIC AND PROVIDES FOR
ADDITIONAL POINTS OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES.
a ,
12. NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR SEWER SYSTEM
oj. CL
IS OPERATIONAL AND CERTIFIED BY AN ENGINEER.
, , MN
\ Z
13. NO BUILDING IS PERMITTED WITHIN 20 FEET OF A WATERCOURSE OR
' -:` X
WATER SUPPLY WATERSHED BUFFER.
300, /Xl<
\ PERIMETER -v
,204 sq.ft.
0' WATERSUPPL ' 1.749 AC.OD 0
S
WATERSHED I.S.A.�8,500 S.F. n 1
BUFFER I I (p
n 1
/ 8
o,o `30 C_ 19
AIMAGE,'
SEMENT, ` � w�f f \ I
42 736 sq.ft.
SETBACK,,,/ ± f r
SEPTIC i�...:�..,:. I , 0.981 AC. O N
AC)
`\� 'if `Y/ � �` M.I.S.A.-8,500 S.F �
HED) ! 20.0' PUBLIC / 54,834 sq. a,
TE 18) %<� & ACCESS 1.259 AC. `D
DRAINAGE
`, `x^v/`�� 1 I EASEMENT / 20,0'M.LS.A.-8,500�6� /
TE0' ACCESS
NANCE %i ; - c, :20'Y
ACCESS,% ft��, ,,\� BUILDING DRAINAGE y /
Rio
ti
'� SETBACK
SEMENT /' � - -' �� EASEMENT
x
som
W. 1 /r,L- 5 -26m to
/
L-18
ARE NOT MADE TO WAKE COUNTY BUT ARE IRREVOCABLY
MADE TO THE SUBSEQUENT OWNERS OF ANY AND ALL OF
TORREY LANE
THE PROPERTIES SHOWN HEREON FOR THEIR USE AND
BENEFIT PUBLIC ACCEPTANCE.
50' FUTURE R/W
(0.033 AC. 1,443 sq.ft)
IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNERS
TO MAINTAIN THE DRAINAGE EASEMENTS AND ANY DRAINAGE
STRUCTURES THEREIN, SO AS TO MAINTAIN THE INTEGRITY OF
N_
THE DRAINAGE SYSTEM AND ENSURE POSITIVE DRAINAGE.
vi
EASEMENTS MAY NOT BE PIPED WITHOUT RECEIVING
O 25.0' TREE
PLAN APPROVAL FROM WAKE COUNTY.
3 AND VEGETATION
ITl PROTECTION ZONE
30.0'
PERIMETER
SETBACK
I
14. BEFORE IMPROVEMENTS ARE ACCEPTED FOR MAINTENANCE BY SETBACK l / ,,/ .�W 3� �l\
PROPERTY OWNERS ASSOCIATION OR LOT OWNER, THE DEVELOPER OR off�' \ f %
THE DEVELOPER'S ENGINEER OR OTHER REPRESENTATIVE AS AUTHORIZED \oJ�Q °�Q t.; r' `
25.0' TREE ` G J �iQ ✓ / EL-1 /
BY STATUE, MUST CERTIFY TO THE PROPERTY OWNERS ASSOCIATION OR e <\ :-
LOT OWNER AND TO THE COUNTY THAT IMPROVEMENTS ARE COMPLETE AND vE��'��� mJ F, ', LOT 6 SEPTIC /
AND FUNCTIONING AS DESIGNED. PROTEcTInON oN ZONE EASEMENT AREA
� � 3P '
15. SEE SHEET 2 OF 2 FOR OWNER'S SIGNATURES, NCDOT SIGNOFF AND CONTROL /' :- �J� e� / ` (HATCHED))
ALL OTHER GOVERNMENT & JURISDICTION SIGNATURES. CORNER �' ` 'o �� / (SEE NOTE 18)
N:824139.76 / 9
16. SEE SHEET 2 OF 2 FOR INFORMATION ON ACTIVITIES ALLOWED WITHIN E:2112241.91 �\R: i<.�, 47m FLOOD
REQUIRED WATERSHED BUFFERS AND DRAINAGEWAY BUFFERS ROAD �g3 ` . f,x• HAZARD
CROSSINGS (PUBLIC OR PRIVATE ROADS). 8�, i' solLs OPEN SPACE*
17. SEE SHEET 2 OF 2 ON INFORMATION REGARDING DRIVEWAY 232,787 sq.
CROSSINGS THAT ACCESS SINGLE-FAMILY DWELLINGS. / POND 5.344 ACC /
18. SEPTIC SYSTEMS ARE NOT ALLOWED WITHIN THE WATER SUPPLY /
WATERSHED BUFFERS. 8609
0
tD
CURVE
TABLE
CURVE
ARC LENGTH
RADIUS
CHORD LENGTH
CHORD BEARING
C-1
39.46'
25.00'
35.49'
S 56'02'56" E
C-2
58.24'
255.00'
58.12'
S 17*22'13" E
C-3
76.91'
255.00'
76.62'
S 32'33'15" E
C-4
68.55'
255.00'
68.35'
S 48'53'47" E
C-5
226.39'
205.00'
215.06'
S 22'55'29" E
C-6
21.78'
60.00'
21.66'
S 01'41'08" E
C-7
45.62'
60.00'
44.53'
S 33'52'03" E
C-8
94.81'
60.00'
85.25'
N 79'04'41" E
C-9
75.46'
60.00'
70.59'
N 02*13'27" W
C-10
37.53'
60.00'
36.92'
N 56*10'28" W
C-11
31,72'
25,00'
29.63'
N 37'44'57" W
C-12
236.58'
255.00'
228.19'
N 27'59'02" W
C-13
164.61'
205.00'
160.22'
N 33'49'47" W
C-14
39.37'
25.00'
35.43'
N 34'17'32" E
C-15
23.55'
25.00'
22.69'
N 6514'21" W
C-16
23.55'
25.00'
1 22.69'
S 60'47'34" W
• I N
/ Y
¢
N/F
o�
UNITED STATES OF AMERICA M
US ARMY CORP W
D.B. 5104, PAGE 381 a0
PIN# 1802015192 < zz oz
W; UZ
f5 La
o
a
C4 cD
SEPTIC
EASEMENT LINE
TABLE
UNE
BEARING
DISTANCE
EL-1
S 81'07'43" W
198.60'
EL-2
N 28'27'41" W
101.49'
EL-3
S 07'27'34" W
339.13'
EL-4
N 52'24'39" W
161.11' TIE
BEI
N
WOODLIEF, DOUGLAS E
WOODLIEF, JOYCE D
D.B. 2512, PAGE 549
PIN# 1812331820
LINE TABLE
UNE
BEARING
DISTANCE
L-1
N 19'47'56" W
10.28'
L-2
N 71'30'51" E
42.80'
L-3
N 7518'46" E
49.89'
L-4
N 76*45'16" E
49.37'
L-5
N 77'21'25" E
52.56'
L-6
N 78*20'17" E
46.19'
L-7
N 79'02'39" E
51.42'
L-8
N 79'06'36" E
53.64'
L- 9
N 79'49' 11 " E
53.08'
L-10
N 80'43'50" E
42.67'
L-11
1 N 81*22'13" E
48.74'
L-12
N 81 *58'15" E
51.37'
L-13
N 82'49'46" E
10.42'
L-14
N 82'49'46" E
53.27'
L-15
N 82'30'50" E
67.08'
L-16
N 02'13'27" W
11.30'
L-17
N 02*13'27" W
42.36'
L-18
S 87'46'40" W
17,18'
L-19
S 87'46'40" W
17.18'
L-20
S 36'04'36" W
28.01'
L-21
S 16*12'58" W
43.06'
L-22
S 43-02'38" W
8.35'
L-23
S 61'47'26" W
11.04'
L-24
S 46'14'56" W
42.24'
L-25
N 80'09'37" E
54.70'
L-26
S 81'25'15" E
62.45'
L-27
N 10'42'22" E
86.34'
L-28
N 3018'22" W
2.89'
L-29
N 22'45'34" E
109.35'
L-30
N 64'48'29" W
195.20'
L-31
N 74'05'20" E
24.82'
L-32
N 75'05'43" E
63.83'
L-33
N 76'56'34" E
63.37'
L-34
N 77'29'22" E
65.49'
L-35
N 78'43'45" E
13.71'
L-36
N 79'05'14" E
100.30'
L- 37
N 79'24' 41 " E
14.29'
L-38
N 79'37'00" E
53,43'
L-39
N 8110'21" E
56.00'
L-40
N 81'14'49" E
46.93'
L-41
N 82*12'39" E
47.89'
L-42
N 82'41'12" E
30.50'
L-43
N 83'24'56" E
49.20'
L-44
N 83'23'58" E
39,52'
L-45
S 10*49'37" E
51.82'
L-46
S 5433'44" E
59.17'
L-47
S 54'33'44" E
42.82'
L-48
S 08-42'45" W
35.14'
L-49
N 54'33'44" W
16,86'
L-50
N 54'33'44" W
86.06'
L-51
N 10-49'37" W
51.97'
ZONED R-80W
MINIMUM BUILDING SETBACKS
FRONT
20'
CORNER
20'
REAR
15'
SIDE
10'
SITE DATA
TOTAL AREA (TO BE SUBDIVIDED)
= 16.071 AC.
LESS RIGHT OF WAY DEDICATION
0.158 AC.
LESS BISHOP PINE LN. RIGHT OF
WAY 0.955 AC.
LESS FUTURE RIGHT OF WAY =
0.033 AC.
OPEN SPACE REQUIRED (25%) =
4.018 AC.
OPEN SPACE PROVIDED =
5.344 AC.
NET AREA =
9.581 AC.
TOTAL LOTS =
8
PROPOSED USE -
RESIDENTIAL SINGLE
FAMILY SUBDIVISION
LINE TYPE LEGEND
PROPERTY LINE - LINE SURVEYED
RIGHT-OF-WAY
- ADJOINING LINE - LINE NOT SURVEYED
- OVERHEAD LINE
- BUILDING SETBACK
- - - - - - - EASEMENT
- BUFFER
FLOOD HAZARD SOILS
FINAL SUBDIVISION PLAT FOR
TRINITY FOREST
SUBDIVISION
"CLUSTER SUBDIVISION"
PURNELL RD
OWNER: CANTIERE DEVELOPMENTS, LLC
REF: D.B. 17981, PAGE 2668
NEW LIGHT TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
100 50 0 100 200
SCALE 1 �=100'
�
JANUARY 19, 2021
m
REVISED FEBRUARY 10, 2021
ZONED R-80W
PIN # 1812.03-24-5449
w
0
SHEET 1 OF 2
PLG-2629-2020
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST N.C., 275889 (91 9) 556-3148