HomeMy WebLinkAboutSigned Approved- Timbers at Whiskey Branch Site Plan
Site Plan – TRC Review – [Sidbury Crossing] Page 1 of 1
COMMERCIAL SITE PLAN APPROVAL
To: Hill Rogers (hill@cameronco.com)
From: Zach Dickerson
Senior Planner
Date: December 4, 2023
Subject: Timbers at Whiskey Branch –– PARCEL ID R07100-004-425-000, R07100-004-426-000,
R07100-004-427-000, R07100-004-428-000 Preliminary Plan Approval
The site plan for Timbers at Whiskey Branch has been approved. Please note that there was a minor deviation
granted for this site plan on August 17, 2023 which is included in this approval packet.
This approval is valid for two years unless a building permit or zoning compliance approval authorizing the
approved development is obtained.
Please note the project may be subject to additional regulations of the County’s development ordinances,
including, but not limited to, those referenced in the TRC comments and as revised. In addition, this approval
does not relieve the applicant from any law, regulation, or requirement of any other government or
regulatory agency.
If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7450 or
zdickerson@nhcgov.com
Sincerely,
Zach Dickerson
Senior Planner
cc: TRC (Fire Services, Engineering, CFPUA, NCDOT)
Enclosure
COVER SHEET
TOPOGRAPHY SURVEY
MAY 2021
APPLICANT:
WHISKEY BRANCH MIXED USE DEVELOPMENT
DRY POND PARTNERS LLC
P.O. BOX 3649
WILMINGTON, NC 28406
PERFORMANCE DEVELOPMENT
NEW HANOVER COUNTY, NORTH CAROLINA
SOUTH COLLEGE ROAD
PROPERTY OWNER:
DRY POND PARTNERS, LLC
P.O.BOX 3649
WILMINGTON, NC 28406
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
Know what's below.
before you dig.Call
R
CONTACT THESE UTILITIES
NEW HANOVER COUNTY PLANNING DEPARTMENT
ATTN: BRAD SCHULER
PH: 910-798-7068
PIEDMONT NATURAL GAS
ATTN: CARL PAQUET
PH: 910-350-2242
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CFPUA (WATER & SEWER)
PH: 910-332-6550
DUKE ENERGY PROGRESS
GENERAL PH: 800-452-2777
AT&T
ATTN: STEVE DAYVAULT
PH: 910-341-7664
SPECTRUM
GENERAL PH: 800-892-4357
PREPARED BY:
PROJECT # 20511.PE
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
WHISKEY BRANCH
SHEET NUMBER SHEET TITLE
PROJECT CONSULTANTS
SHEET INDEX
DECEMBER 2022
SURVEYOR
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CHRIS GAGNE, PLS (910-791-6707)
ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECT
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CIVIL: TIM CLINKSCALES, PE (910-791-6707)
LANDSCAPE ARCHITECT: ALLISON ENGEBRETSON, RLA (910-791-6707)
MAJOR SUBDIVISION PRELIMINARY PLAN
N O R T H C AROLIN
A
P R O F E SSION
ENGI N E E R
SEAL
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0 2 8 8 4 7
5/03/21
VICINITY MAP
NOT TO SCALE
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APPLICANT:
DRY POND PARTNERS LLC
P.O.BOX 3649
WILMINGTON, NC 28406
TREE SURVEY
PORTION OF PD ZONING APPROVED MARCH 1, 2021
SITE PLANP-2.0
DECEMBER 2022
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N
.
C
.
H
I
G
H
W
A
Y
1
3
2
-
S
.
C
O
L
L
E
G
E
R
O
A
D
2
0
0
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
THE PREMISES SURVEYED IS
WITHIN A NON-FLOOD HAZARD
AREA (ZONE X) ACCORDING TO
THE FLOOD INSURANCE RATE
MAPS FOR NEW HANOVER COUNTY
(COMMUNITY PANEL NUMBER
370168 3135 K, EFFECTIVE DATE
AUGUST 28, 2018).
NOTES:
1. PARCEL NUMBER: R07100-004-004-000.
2. ALL DISTANCES ARE HORIZONTAL GROUND
IN FEET UNLESS OTHERWISE NOTED.
3. AREA COMPUTED BY COORDINATE METHOD.
4. BOUNDARY AREA = 64.35 ACRES.
5. ZONING: R-15 (NEW HANOVER COUNTY)
6. NO TITLE SEARCH HAS BEEN PERFORMED. OWNER
INFORMATION TAKEN FROM COUNTY REGISTER OF DEEDS.
7. SURVEYOR DOES NOT GUARANTEE THERE
MAY OR MAY NOT BE UNDERGROUND UTILITIES
ON THE SITE.
8. SURVEYOR CANNOT GUARANTEE THERE MAY OR MAY
NOT BE GRAVES ON THE PROPERTY.
9. METES AND BOUNDS SHOW HEREON IS FROM AN
ACTUAL FIELD SURVEY.
10. PURPOSE OF SURVEY IS FUTURE DEVELOPMENT.
11. THERE ARE NO GEODETIC MONUMENTS WITHIN
2000 FEET OF THE SITE.
12. CONTOURS SHOWN HEREON IS FROM AN ACTUAL
FIELD SURVEY. DATUM: NAVD' 88.
LEGEND
PROPERTY LINE
RIGHT-OF-WAY (R/W)
CENTERLINE (C/L)
OLD IRON PIPE/ROD
MASONBORO TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
SCALE 1"= 100' MARCH 12, 2021
1144 SHIPYARD BLVD
WILMINGTON, NC 28412
910-791-0080 OFFICE
COLLEGE ROAD
MAP BOOK, PAGEMB, PG
DEED BOOK, PAGEDB, PG
LAND SURVEYING, PLLC
FIRM LICENSE No. P-1493
910-791-6710 FAX
OIP, OIR
OLD CONCRETE MONUMENTOCM
P.K. NAIL SETPKS
EXISTING P.K. NAILEPK
OLD IRON PIPE PINCHEDOIPP
TOPOGRAPHIC SURVEY
CITY OF WILMINGTON, NC 28412
EASEMENT
ADJOINING LINE, NOT SURVEYED
NO IRON SET OR FOUNDNI
MONUMENTMON.
DRY POND PARTNERS, L.L.C.
LOCATION MAP
NOT TO SCALE
FOR
CLASS OF SURVEY: A
POSITIONAL ACCURACY: 0.02 US FT
TYPE OF GPS: STATIC
DATE OF SURVEY: MAY 2016.
DATUM/EPOCH: NAD '83
PUBLISHED FIXED CONTROL: FORT FISHER CORS ARP
GEOID MODEL: GEOID12A
COMBINED GRID FACTOR: 1.00012861
UNITS: US SURVEY FEET
_________________ ______________
SURVEYOR LICENSE NUMBER
OLD ALUMINUM PIPEOAP
CHORD DISTANCECH
RADIUSR
PROJECT: 21-0041
S.
C
O
L
L
E
G
E
R
O
A
D
-
N
C
1
3
2
NAVAHO TR
A
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L
MOHICA
N
T
R
A
I
L
FO
X
H
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U
B
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SEMINO
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SURVEY REFERENCES:
DEED BOOK 1983 PAGE 775
DEED BOOK 5903 PAGE 767
TRACT 4, D.B. 1653, PG. 529
TRACT 4 CALLS FOR D.B. 664, PG. 692
DEED BOOK 5903 PAGE 767
MAP BOOK 7 PAGE 56
MAP BOOK 7 PAGE 41
MAP BOOK 7 PAGE 66
MAP BOOK 32 PAGE 366
MAP BOOK 32 PAGE 102
MAP BOOK 34 PAGE 396
MAP BOOK 34 PAGE 295
MAP BOOK 30 PAGE 58
WYONE HARDY HEIRS (PARCEL R07100-004-022-000)
NORWOOD WILLIAMS HEIRS (PARCEL R07100-004-023-000)
I, STEVEN L. BUIE, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION - SEE TITLE
REFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARE
SHOWN AS BROKEN LINES; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600).
THIS_______ DAY OF ____________, 2021.
PROFESSIONAL LAND SURVEYOR L - 3402.
12th MARCH
IRON PIPE SETIPS
CALCULATED POINTCP
N
C
G
R
I
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N
A
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8
3
NEW HANOVER COUNTY REGISTRY
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H
W
O
H
W
O
H
W
O
H
W
PP
INV.24.35'
18"RCP
INV.27.71'
18"RCP
INV.24.58'
30"RCP
INV.24.64'
30"RCP
INV.23.61'
30"RCPINV.23.82'
30"RCP
INV.22.61'
42"RCP
INV.22.42'
42"RCP
INV.25.50'
15"RCP
INV.25.73'
INV.17.86'
60" CPP
INV.17.81'
60" CPP
INV.18.65'
18"CPP
INV.18.
1
9
'
INV.19
.
5
1
'
INV.16.
8
6
'
36"RCP
INV.18.
8
0
'
36"RCP
INV.19.
7
6
'
24"RCP
CB CB
INV.IN=15.90'
RIM=24.38'
INV.IN=15.90'
S21"SS
6"SS,INV.2
2
.
8
9
'
8"SS,INV.2
1
.
1
0
'
8
"
S
S
INV.21.10
'
INV.20.99'
I
N
V
.
2
0
.
9
9
'
8"SS
6"SS,INV.2
2
.
8
9
'
INV.OUT=16.42'
SSMH 103-9
RIM=24.55'
INV.OUT=15.88'
SEWER FORCE MAIN ?
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING
WATERLINE
FH
BO
MA
G
N
U
M
D
R
I
V
E
2.74'
4.5
4
'
2.55'
3.46
'
WOOD SHED
50
'
R
/
W
EXISTING
EIP
EIPEIP
EIP
OIP
OCM
EIP
EIP
N = 150,195.801 USFT
E = 2,335,345.093 USFT
EIP
N = 152,216.617 USFT
E = 2,335,392.116 USFT
EIP
SITE BENCHMARK:
NAIL SET
ELEV. 29.16'
DATUM: NAVD '88
SITE BENCHMARK:
NAIL SET
ELEV. 28.66'
DATUM: NAVD '88
NAD '83
20' UTILITY
EASEMENT
2
0
'
P
R
I
V
A
T
E
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
&
V
E
G
E
T
A
T
E
D
C
O
N
C
R
E
T
E
I
S
L
A
N
D
C
O
N
C
R
E
T
E
I
S
L
A
N
D
END OF
P
I
P
E
NOT FO
U
N
D
144.
5
L
F
@
0
.
3
6
%
EIP
TANGLEWOOD
SECTION 4
M.B. 7 PG 66
TANGLEWOOD
SECTION 4
M.B. 7 PG 66
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
EX. 8
"
P
V
C
S
E
W
E
R
EXISTING
EX. W/L
CONTOUR25'25'
THE PREMISES SURVEYED IS WITHIN A
NON-FLOOD HAZARD AREA (ZONE X)
ACCORDING TO THE FLOOD INSURANCE RATE
MAPS FOR NEW HANOVER COUNTY (COMMUNITY
PANEL NUMBER 370168 3135 K, EFFECTIVE
DATE AUGUST 28, 2018).
NOTES:
1. PARCEL NUMBER: R07100-004-004-000.
2. ALL DISTANCES ARE HORIZONTAL GROUND
IN FEET UNLESS OTHERWISE NOTED.
3. AREA COMPUTED BY COORDINATE METHOD.
4. BOUNDARY AREA = 64.35 ACRES.
5. ZONING: R-15 (NEW HANOVER COUNTY)
6. NO TITLE SEARCH HAS BEEN PERFORMED. OWNER
INFORMATION TAKEN FROM COUNTY REGISTER OF DEEDS.
7. SURVEYOR DOES NOT GUARANTEE THERE
MAY OR MAY NOT BE UNDERGROUND UTILITIES
ON THE SITE.
8. SURVEYOR CANNOT GUARANTEE THERE MAY OR MAY
NOT BE GRAVES ON THE PROPERTY.
9. METES AND BOUNDS SHOW HEREON IS FROM AN
ACTUAL FIELD SURVEY.
10. PURPOSE OF SURVEY IS FUTURE DEVELOPMENT.
11. THERE ARE NO GEODETIC MONUMENTS WITHIN
2000 FEET OF THE SITE.
LEGEND
PROPERTY LINE
RIGHT-OF-WAY (R/W)
CENTERLINE (C/L)
OLD IRON PIPE/ROD
MASONBORO TOWNSHIP
NEW HANOVER COUNTY, NORTH CAROLINA
SCALE 1"= 50' APRIL 8, 2021
1144 SHIPYARD BLVD
WILMINGTON, NC 28412
910-791-0080 OFFICE
COLLEGE ROAD
MAP BOOK, PAGEMB, PG
DEED BOOK, PAGEDB, PG
LAND SURVEYING, PLLC
FIRM LICENSE No. P-1493
910-791-6710 FAX
OIP, OIR
OLD CONCRETE MONUMENTOCM
P.K. NAIL SETPKS
EXISTING P.K. NAILEPK
OLD IRON PIPE PINCHEDOIPP
TREE SURVEY
CITY OF WILMINGTON, NC 28412
EASEMENT
ADJOINING LINE, NOT SURVEYED
NO IRON SET OR FOUNDNI
MONUMENTMON.
PHASE 1 WHISKEY TRAIL
LOCATION MAP
NOT TO SCALE
FOR
CLASS OF SURVEY: A
POSITIONAL ACCURACY: 0.02 US FT
TYPE OF GPS: STATIC
DATE OF SURVEY: MAY 2016.
DATUM/EPOCH: NAD '83
PUBLISHED FIXED CONTROL: FORT FISHER CORS ARP
GEOID MODEL: GEOID12A
COMBINED GRID FACTOR: 1.00012861
UNITS: US SURVEY FEET
_________________ ______________
SURVEYOR LICENSE NUMBER
OLD ALUMINUM PIPEOAP
CHORD DISTANCECH
RADIUSR
SHEET 1 OF 5
S.
C
O
L
L
E
G
E
R
O
A
D
-
N
C
1
3
2
NAVAHO TR
A
I
L
MOHIC
A
N
T
R
A
I
L
MOHA
W
K
T
R
A
I
L
SEMIN
O
L
E
T
R
A
I
L
CH
E
R
O
K
E
E
T
R
A
I
L
SURVEY REFERENCES:
DEED BOOK 1983 PAGE 775
DEED BOOK 5903 PAGE 767
TRACT 4, D.B. 1653, PG. 529
TRACT 4 CALLS FOR D.B. 664, PG. 692
DEED BOOK 5903 PAGE 767
MAP BOOK 7 PAGE 56
MAP BOOK 7 PAGE 41
MAP BOOK 7 PAGE 66
MAP BOOK 32 PAGE 366
MAP BOOK 32 PAGE 102
MAP BOOK 34 PAGE 396
MAP BOOK 34 PAGE 295
MAP BOOK 30 PAGE 58
WYONE HARDY HEIRS (PARCEL R07100-004-022-000)
NORWOOD WILLIAMS HEIRS (PARCEL R07100-004-023-000)
I, STEVEN L. BUIE, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION - SEE TITLE
REFERENCES); THAT THE BOUNDARIES NOT SURVEYED ARE
SHOWN AS BROKEN LINES; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600).
THIS_______ DAY OF ____________, 2021.
PROFESSIONAL LAND SURVEYOR L - 3402.
8th APRIL
IRON PIPE SETIPS
CALCULATED POINTCP
FOR REVIEW ONLY
NEW HANOVER COUNTY REGISTRY
BRANCH/DITCH
CORRIGATED PLASTIC PIPECPP
JU
M
P
I
N
G
R
U
N
B
R
.
PORT CITY
WHISK
E
Y
B
R
A
N
C
H
PHASE
1
CONTOUR25'25'
PROJECT: 21-0041
SHEET 2
SHEET 3
SHEET 4
SHEET 5
TREE SCHEDULE
0 50 100 150
N
.
C
.
H
I
G
H
W
A
Y
1
3
2
-
S
.
C
O
L
L
E
G
E
R
O
A
D
2
0
0
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
N
C
G
R
I
D
N
A
D
8
3
50
RECRE
A
T
I
O
N
A
R
E
A
FOX R
U
N
F
A
R
M
SECTIO
N
2
B
M.B. 3
2
,
P
G
.
1
0
2
49
48
47
46
45
44
43
42
FOX RU
N
F
A
R
M
SECTIO
N
2
B
M.B. 3
2
,
P
G
.
1
0
2
FOX RU
N
F
A
R
M
SECTIO
N
1
M.B. 3
0
,
P
G
.
5
8
1819
20
IVEYB
R
I
D
G
E
L
A
N
E
(55' PU
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
REIGATE WAY
(50' PUBLIC RIGHT-OF-WAY)
2
2
3
.
0
4
'
S
0
1
°
1
8
'
5
1
"
W
2647
.
9
6
'
S 58
°
0
6
'
4
9
"
E
2
0
2
1
.
3
8
'
N
0
1
°
1
9
'
5
9
"
E
E
X
I
S
T
D
I
T
C
H
=
>
ELECTRICAL ACCESS
PANEL VAULT
PP
PP
PP
PP
O
H
W
O
H
W
O
H
W
O
H
W
O
H
W
PP
INV.24.35'
18"RCP
INV.27.71'
18"RCP
EIP
N = 152,216.617 USFT
E = 2,335,392.116 USFT
E
D
G
E
O
F
P
A
V
E
M
E
N
T
E
D
G
E
O
F
P
A
V
E
M
E
N
T
SHEET 2 OF 5
405
406
407
408
409
410
411
412
414
415
416
418
419
420
421
422
423424
425
426
428
429
430 431
432
433
434
437
438
439
440
441
442
443
964
965
968
969
970
971
973
974
975
978
979
980
981
987
990992
995
996
997 998 999
1001
1003
10041005
10061007
1009 1010
1011
1012
1013
1014
1015
1017
1018
1019
1020
1101
1103
11041105
1106
1109
1110 1111 1112
1113
1114
1115
1116
1117
1118 1119
1121
1125
1126
5014
5016
5017
5018
5019
5020
5021
5022 5023
5024
50275028
5030
5033
5034
5035
5036
5037
5038
5039
5040
5041
5042
5043
5044
5045
5046
5047
5048
5049
5050
5051
5052
5053
5054
5055
5056
5057
50585059
5060
5061
5062
50635064
5068
5069
5070
5071
5072
5073
5074
50755076
5077
5078 5079
5080
5081
5082
5083
5085
5086 5087
5088
5089
5090
5091
50925093
5094
5095
5096
5097
5098
5099
413
417
436
972
976
977
985
989
991
1000
1002
1016
1021
110211071108
1122
1123
1124
5025
5026
5031
986988
1008
5067
1120
5015
5029
5032
427
435
1444
1534
1535
1558
1490
1491
1492
1493
1494
1495
1496
1497 1498
1499
1500
1501
1503
1508
1521
1526
1527
1528
1529
1530
1531
1532
15331536
1537
1538
1539 1540
1541
1542 1543
1544
1545 1546
1547
1548
1549
1550
1551
1552
1553
1554
1555
1556
1557
1559
1560
1561
1562
1563
1564
1565
1566
1574
1582
1612
1653
1657
1672
1568
1569
1570
1571
1572
1573
1575
1576
1577
1578
1579
1580
1581
1583
1584
1585
1586
1587
1588
1589
1590
1591
1592 1593
1594
1595
1596
1597
1598
1599
1600
1601
1602
1603
1605
1606
1607
1608
1609
1610
1611
1613
1614
1615
1636
1637
1638
1639
1640
1641
1642
1643
1646
1647
1648
1649
1650
1651
1652
1654
1655
1656
1658
1659
1660
1661
1662 1663
1664
1665
1666
1667
1668
1669
1670
1671
1673
1674
1675
1676
1677
1689
1690
1691
1692
1694
1696
1697
1698
1699
1700
1708
1725
1726
2214
2215
2329
2337
22222223
2224
2225
2226
22272228
2229
2230
2231
2232
2233
2234
2235
2236
2237
22382239
2240
2241
22422243
2244
2245
2246
2247
2248
2249
2250
2251
22522253
2254
2255
2256
22572258
2259
2260
2261
2262
2263
2264
2265
2266
2267
2268
22692270
2271
2272
2273
2274
2275
2276
2277
2278
2279
2280
2281 2282 2283
2284
2285
2286
2287
2288
2289
22902291
2292
2293
2294
2295
2296
2297
2298
2299
2300
2301
2302
2303
23042305
2306
2307
23082309
2310
2311
23122313
2314
2315
2316
23172318
2319 2320
2321
2322 23232324
2325
2326
2327
2328
2330
2331
2332
2333
2334
2335
2336
2338
2339
2340
2341 2342
23432344
2345
2346
2347
23482349
2350
C.P. &
L
.
5
0
'
E
A
S
E
M
E
N
T
149
150
151
152
153
148 147 146
MA
N
G
U
M
D
R
I
V
E
(5
0
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
FOX RU
N
F
A
R
M
SECTIO
N
6
M.B. 34
,
P
G
.
3
9
6
123
124
122
121
120
119
118
117
FOX RU
N
F
A
R
M
SECTIO
N
5
M.B. 34
,
P
G
.
2
9
5
85
84
FOX RU
N
F
A
R
M
SECTIO
N
3
M.B. 3
2
,
P
G
.
3
6
6
50
RECRE
A
T
I
O
N
A
R
E
A
FOX RU
N
F
A
R
M
SECTIO
N
2
B
M.B. 3
2
,
P
G
.
1
0
2
49
OBER
B
E
C
K
W
A
Y
(50' PU
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
BU
L
L
I
T
T
L
A
N
E
(5
0
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
2647
.
9
6
'
S 58
°
0
6
'
4
9
"
E
171.77'
N 79°13'19" W
17.57'
S 79°55'40" W
64.95'
N 79°06'05" W
1125
.
8
7
'
S 80°
2
0
'
3
8
"
W
14
2
.
0
5
'
S3
1
°
5
1
'
3
3
"
W
304.
4
4
'
S 58
°
0
6
'
4
9
"
E
6162
76
60
75
74
63
64R
86
87
70
65R
66R
67R
68R
71R
72R73R
PHASE
1
S
E
C
T
I
O
N
3
M.B. 6
5
,
P
G
.
1
6
0
WEYB
R
I
D
G
E
L
A
N
E
STR 79A
STR 78
A
STR 77
A
STR 76
A
INV.17.86'
60" CPP
INV.17.81'
60" CPP
INV.18.65'
18"CPP
INV.18.
1
9
'
INV.19
.
5
1
'
INV.16.
8
6
'
36"RCP
INV.18.
8
0
'
36"RCP
INV.19.
7
6
'
24"RCP
CB CB
INV.IN=15.90'
RIM=24.38'
INV.IN=15.90'
SSMH 103-9
RIM=24.55'
INV.OUT=15.88'
SEWER FORCE MAIN ?
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING
WATERLINE
FH
BO
MA
G
N
U
M
D
R
I
V
E
2.74'
4.5
4
'
2.55'
3.4
6
'
WOOD SHED
50
'
R
/
W
EXISTING
EIPEIP
EIP
OCM
EIP
20' UTILITY
EASEMENT
2
0
'
P
R
I
V
A
T
E
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
&
V
E
G
E
T
A
T
E
D
END OF
P
I
P
E
NOT FO
U
N
D
144.
5
L
F
@
0
.
3
6
%
EIP
EX.
8
"
P
V
C
S
E
W
E
R
EXISTING
EX. W/L
SHEET 3 OF 5
1444
1452
1468
1469
1505
1558
1364
1365 1366
1367
13681369
1370
1371
1372
1373
1374
1375
1376
1377
1378
1379
1380
1381
1382
1383
1384
1385
1386
1387
1388
1389
1390
13911392
13931394
1395
1396 1397
1398
1399
1400
1401
1402
1403
1404
1405
1406
1407
1408
1409
1410
1411
1412
1413
1414
1415 1416
1417
1418
1419
1420
1421
1422
1423
1424
1425
1426
1427
1428
142914301431
14321433
1434
1435
1436
1437
1438
1439
1440
1441
1442
1443
1445
1446
1447
1448
1449
1450
1451
1453
1454
1455
1456
1457
1458 1459
14601461
1462
1463 1464
1465
1466
1467
1470
1471
1472
1473
1474 1478
1479
1480
1481
1484
1489
1490
1491
1492
1493
1494
1495
1496
1497 1498
1499
1500
1501
1502
1503
1504
1506
1507
1508
1509
1512
1521
1522
1542 1543
1544
1545 1546
1547
1548
1549
1550
1551
1552
1553
1554
1555
1556
1557
1559
1560
1561
1574
1582
1604
1612
1657
1672
1680
1730
1568
1569
1570
1571
1572
1573
1575
1576
1577
1578
1579
1580
1581
1583
1584
1585
1586
1587
1588
1589
1590
1591
1592 1593
1594
1595
1596
1597
1598
1599
1600
1601
1602
1603
1605
1606
1607
1608
1609
1610
1611
1613
1614
1615
1616 1617
1618 1619
1620
1621
1622 1623
1624
1625
1626
1627
1628
1629
1630
1631
1632
16331634
1635
1636
1637
1638
1646
1647
1649
1654
1655
1656
1659
1660
1661
1662 1663
1664
1665
1666
1667
1668
1669
1670
1671
1673
1674
1675
1676
1677
1678
1679
1681 1682
1683
1684
1685
1686
1687
1688
1689
1690
1691
1692
1693
1694
1695
1696
1697
1698
1699
1700
1701
1702
1703
1704
1705
1706
1707
1708
1709
1710
1711
1712 1713
1714
1715
1716
1717
1718
1719
1720
1721
1722
1723
1724
1725
1726
1727
1728
1729 1731
1732
1733
1734
1735
1736
1737
1738
1739
1757
1781
1810
1828
1829
18301831
1832
1833
1854
1880
1888
1889
1893
1911
1917
1921
1924
1744
1745 1746
1747
1748 1749
1750
1751
1752
1753
1754
17551756
1758
1759
1760
1761
1762
1763
1764
1765
1766
1767
1768
1769
1770
1771
1772
17731774
1775
1776
1777
1778
1779
1780
1782
1783
1786
1787
1788
1789
1790
1791
1792
1793
1794
1795
1796
1797
1798
1799
1800
1801
1802
1803 1804
1805
1806
1807
1808
1809
1811
1812
1813
1814
1815 1816
1817
1818
1819
1822
1823
1824
1825
1826
1827
1834
1835
1836
1837
1838
1839
1840
1841
1842
1843
1844
1845
1846
18471848
1849
1850
1851
1852
1853
1855
1856
1857
1858
1859
1862
1863
1864 1865
1866
1867
1868
1869
1870
1871
1872
1873
1874
1875
1876
1877
1878
1881
1882
1883
1884
1885
1886
1887
1890
1891
1892
1894
1895
1896
1897
1898
1899
1900
1901
1902
1903
1904 1905
1906
1907
1908
1909
1910
1912
1913
1914
1915
1916
1918
1919
1920
1922
1923
1925
1957
1958
1992
1999
1927 1928
1929
1931
1932
1933
1935
1936
1937
1938
19391940
1941
1942
1943
19441945
1948
1949
1950
1951
1952
1953
1954
1955
1956
1959
1960
1961
1962
1963
1964
1965
1966
1967
1968 1969
1970
1971
1972
1973
1974
1975
1976
1977
1978
1979
1980
1981
1982
1983
1984
1985
1986
1987
1988
1989
1993
1994
1995
1996
1997
1998
2000
2001
2002
2003
2004
2005
2006
2007
2008
2009
2010
2163 2164
2167
2168
2169 2171 2172
2166 2170
2260
2350
2353
2354
171.77'
N 79°13'19" W
N 01°19
'
5
9
"
E
1057.91'N 74°45'24" W
75
.
0
9
'
S
2
9
°
4
4
'
1
5
"
W
1
4
6
.
3
5
'
S
1
4
°
5
3
'
4
5
"
E
42
2
.
6
8
'
S
2
4
°
1
7
'
1
1
"
W
139
140
156
155
154
153
152
151
150
149
148
147
146
145
144
143
142
141
136
135
5
0
'
2
5
'
3
0
'
2
5
'
1
5
'
1
5
'
EASEMENT PER DUKE-E
N
E
R
G
Y
P
R
O
G
R
E
S
S
50' TRANSMISSION LIN
E
30' DISTRIBUTION LINE
E
A
S
E
M
E
N
T
PER DUKE-ENERGY PRO
G
R
E
S
S
STR 81A
STR 79A
PP
PP
PP
PP
PP
OHW
OHW
OHW
O
H
W
O
H
W
O
H
W
INV.24.58'
30"RCP
INV.24.64'
30"RCP
INV.23.61'
30"RCPINV.23.82'
30"RCP
INV.22.61'
42"RCP
INV.22.42'
42"RCP
INV.25.50'
15"RCP
INV.25.73'
S21"SS
6"SS,INV.2
2
.
8
9
'
8"SS,INV.2
1
.
1
0
'
8
"
S
S
INV.21.10
'
INV.20.99
'
I
N
V
.
2
0
.
9
9
'
8"SS
6"SS,INV.2
2
.
8
9
'
EIP
EIP
OIP
EIP
EIP
N = 150,195.801 USFT
E = 2,335,345.093 USFTSITE BENCHMARK:
NAIL SET
ELEV. 29.16'
DATUM: NAVD '88
SITE BENCHMARK:
NAIL SET
ELEV. 28.66'
DATUM: NAVD '88
NAD '83
C
O
N
C
R
E
T
E
I
S
L
A
N
D
C
O
N
C
R
E
T
E
I
S
L
A
N
D
EIP
TANGLEWOOD
SECTION 4
M.B. 7 PG 66
TANGLEWOOD
SECTION 4
M.B. 7 PG 66
E
D
G
E
O
F
P
A
V
E
M
E
N
T
SHEET 4 OF 5
405
628
629
631
632
633
634
636638
639640641642644645
648
649
651
652
653
654
655
656
657 658
659
661
662
665
666
667
668
669
670
671
672 674
857
859
860
861
862
863
864 865 866 868
869
870871
872
873
874
875
876 877
878
879
880
881
882
883
884
885
886
887 888
890
891
892
893
894
895
896
897
898
899
900902
903
904
905
906
907
908
909
910
911 912
913
914
915
916
917
918
919
920
921
922
923
924
925
926
927 928
929
932
933
934
935
936
939
940
941
943
944
945
946
947
948
949
950
952953
954 955
956
957
958
959
961
962
963
964
965
966
967
968
969
970
971
973
974
975
978
979
980
981
983
990992
993
994
995
996
997 998 999
4378
4383
4384 4386
4387
4388
4390
4393
4394 4396
4397
4398
4404
4405 4406
4408
4409
4412
4413
4414
4415
4419
4421
4423
4424
4425
4429 4430
4431
4432
4433
4435
4436
4438
4440
4441
4442
4443
4444
4445
4446
4447
4448
4451
4452
4454
4455 4456
4457
4458 4459
4460
4461
4462
4465
4466
4467
4468
44694470
4471
4475
4476
4477 4478
4479
4480
4481
4482
4485
4486
4487
4488
4491
44924493
4494 4495
4496
4498
4499
4501 4502
4503
4504
4505
4506
4507
4508
4509
4511
4512
4513
4514
4517
4518
4519
4520
4521
4522
4523
4524
4525
4526
4527
4528
4532
4533
4534
4535
4536
45374538
4539
4540
4541
4542
4543
4545
4546
4547
4548
4550
4551
4552
4553
4555
4556
4561
4562
4563
4564
4565
4566
4569
4570
4571
4572
45734574
4575
4576
4577
45784579
4581
4582
4583
4584
45854586
4587
45884589
4590
4592
4593
4594
4595 4596
4597
4598
4600
4601
5098
5099
630
635
643
663
858
901
937
938
942
951
972
976
977
989
991
4380
4381
4382
4389
4391
4403
4418
4427
4437
4453
4420
4422
4426
4428
4434
4463
4464
4510
4483
45004484
4497
4549
4554
4599
4591
4580
4558
4557
4560
4559
4402
4407
4410
4411
4399
4395
4392
4385
4379
4377
660
664650
573
637
673
867
889
960
1444
1452
1468
1469
1505
1364
1365 1366
13681369
1370
1371
1372
1373
1374
1375
1376
1377
1378
1379
1380
1381
1382
1383
1384
1385
1386
1387
1388
1389
1390
13911392
13931394
1395
1396 1397
1398
1399
1400
1401
1402
1403
1404
1405
1406
1407
1408
1409
1410
1411
1412
1413
1414
1415 1416
1417
1418
1419
1420
1421
1422
1423
1424
1425
1426
1427
1428
142914301431
14321433
1434
1435
1436
1437
1438
1439
1440
1441
1442
1443
1445
1446
1447
1448
1449
1450
1451
1453
1454
1455
1456
1457
1458 1459
14601461
1462
1463 1464
1465
1466
1467
1470
1471
1472
1473
1474
1475
1476
1477
1478
1479
1480
1481
1482
1483
1484
1485
1486
1487
1488
1489
1490
1491
1492
1493
1494
1495
1496
1497 1498
1499
1500
1501
1502
1503
1504
1506
1507
1508
1509
1510
1511
151215131514
1515
1516
1517
1518
1519
1520
1522
1523
1524
1525
1526
1527 1541
1553
1554
15551564
1565
1566
1631
1632
16331634
1635
1921
1924
1912
1915
1916
1922
1923
1925
2037
2042
2071
2072
2074
2014
2015 2016
2017
2019
20202021
2022
2023
2024
2025
2026
2027
2028
2029 2030
2031
2032
2033
2034
2036
2038
20392040
2041
2043
2044
2045
2046
2047
2048
2049
2051 2052
2054
2055
2056
2057
2058
2059
2060 2061
2062
2063
2064
2065 2066
2067
2068
2069
2070
2073
2075
2077
2078
2079
2080
2081
2082
2083
2084
2085
2086
2087
2088
2089
2090
2091
2092
2093
2094
2095
2096
2097
2098
2099
2100
2101
2102
2103
2104
2105
2106
2107
21082109
2110
2111
2112
2113
2114
2115
2116
2117
2118
2119
2120
2121
2122
2123
2124
2125
2126
2127
2128
2129
2130
2131
2132
2133
2134
2137 2138
2139
2140 2141
2142
2143 2144
2145
2146
2147
2148
2149
2150
2174
2175
2176
2177
2178
2179
2180
2181
2182 2183
2184
2185
2186
2187
2188
2189
2190
21912192
2193
2194
2195
2196
2197
2198
2199
2200
2201
2151
2152 2153
2154
2156 2157 2158 2159 2160 2162
2163 2164
2167
2168
2169 2171 2172
2202
2203
2205
2206
2207
22082209
2210
2211
2212
2213
2214
2215
2216
2217
2218
2155
2161
2165
2166 2170
2204
2363
2351 2352
2353
2354
2355
2356
2357
2358
2359
2360
2361
2362
2364
2365
2366
23672368
2369
SHEET 5 OF 5
Point Description
413 8 MAGNOLIA,
417 12 MAGNOLIA,
436 8 MAGNOLIA,
630 11 GUM,
635 6 MAGNOLIA,
643 24 PINE,
663 24 PINE,
858 20 12 OAK,
901 35 PINE,
937 18 OAK,
938 18 MAGNOLIA,
942 24 PINE,
951 26 PINE,
972 17 MAGNOLIA,
976 13 MAGNOLIA,
977 8 MAGNOLIA,
985 8 7 4 MAGNOLIA,
989 16 9 MAGNOLIA,
991 23 PINE 4 MAGNOLIA,
1000 11 MAGNOLIA,
1002 13 MAGNOLIA,
1016 24 PINE,
1021 24 PINE,
1102 28 PINE,
1107 24 PINE,
1108 25 PINE,
1122 9 MAGNOLIA,
1123 9 MAGNOLIA,
1124 8 MAGNOLIA,
1444 TWIN 8 MAGNOLIA,
1452 16 MAGNOLIA,
1468 8 MAGNOLIA,
1469 8 MAGNOLIA,
1505 9 MAGNOLIA,
1534 8 MAGNOLIA,
1535 13 MAGNOLIA,
1558 10 9 TWIN MAGNOLIA,
1574 11 MAGNOLIA,
1582 8 MAGNOLIA,
1604 14 PINE 10 MAGNOLIA,
1612 11 MAGNOLIA,
1653 8 MAGNOLIA,
1657 8 6 TWIN MAGNOLIA,
1672 24 PINE,
1680 24 PINE,
1730 24 PINE,
1757 24 PINE,
1781 24 PINE,
1810 24 PINE,
1828 24 PINE,
1829 24 PINE,
1830 24 PINE,
1831 25 PINE,
1832 30 OAK,
1833 24 PINE,
1854 18 OAK,
1880 24 PINE,
1888 24 PINE,
1889 24 PINE,
1893 24 PINE,
1911 26 PINE,
1917 24 PINE,
1921 24 PINE,
1924 24 PINE,
1957 20 OAK,
1958 27 PINE,
1992 18 OAK,
1999 18 OAK,
2037 24 PINE,
2042 24 PINE,
2071 24 PINE,
2072 18 OAK,
2074 24 PINE,
2155 24 PINE
2161 24 OAK
2165 18 OAK
2166 18 OAK
2170 18 OAK
2204 27 PINE
2329 24 PINE,
2337 24 PINE,
2363 24 PINE,
4380 26 PINE,
4381 25 PINE,
4382 26 PINE,
4389 26 PINE,
4391 27 PINE,
4403 27 PINE,
4418 25 PINE,
4427 19 TWIN MAPLE,
4437 24 PINE,
4453 24 PINE,
5025 24 pine
5026 24 pine
5031 24 pine
SIGNIFICANT TREES
Point Description
405 5 MAGNOLIA,
406 6 MAGNOLIA,
407 14 PINE,
408 7 MAGNOLIA,
409 15 PINE,
410 12 PINE,
411 12 PINE,
412 12 PINE,
414 13 PINE,
415 12 PINE,
416 13 PINE,
418 12 PINE,
419 12 PINE,
420 13 PINE,
421 13 PINE,
422 12 PINE,
423 12 PINE,
424 12 PINE,
425 13 PINE,
426 14 PINE,
427 18 PINE,
428 13 PINE,
429 13 PINE,
430 12 PINE,
431 12 PINE,
432 12 PINE,
433 14 PINE,
434 12 PINE,
435 18 15 PINE,
437 15 PINE,
438 12 PINE,
439 13 PINE,
440 13 PINE,
441 14 PINE,
442 14 PINE,
443 15 PINE,
573 GS
628 12 PINE,
629 13 PINE,
631 13 PINE,
632 14 PINE,
633 10 OAK,
634 13 PINE,
636 13 PINE,
637 20 OAK,
638 16 OAK,
639 15 PINE,
640 17 GUM,
641 19 PINE,
642 10 12 OAK,
644 11 OAK,
645 12 PINE,
648 16 PINE,
649 16 PINE,
650 19 PINE,
651 12 10 9 OAK,
652 15 PINE,
653 8 OAK,
654 15 PINE,
655 15 PINE,
656 14 PINE,
657 24 PINE,
658 12 10 10 OAK,
659 13 PINE,
660 19 PINE,
661 16 PINE,
662 15 PINE,
664 18 PINE,
665 19 PINE,
666 16 OAK,
667 15 PINE,
668 10 GUM,
669 14 PINE,
670 16 PINE,
671 14 PINE,
672 22 PINE,
673 18 PINE,
674 17 PINE,
857 15 PINE,
859 12 PINE,
860 17 PINE,
861 15 PINE,
862 16 PINE,
863 12 PINE,
864 13 PINE,
865 14 PINE,
866 15 PINE,
867 19 PINE,
868 8 OAK,
869 15 OAK,
870 11 7 OAK,
871 9 OAK,
872 9 GUM,
873 15 PINE,
874 10 OAK,
875 9 GUM,
876 16 OAK,
877 10 OAK,
878 9 OAK,
879 16 PINE,
880 13 OAK,
881 8 OAK,
882 13 PINE,
883 17 PINE,
884 11 GUM,
885 8 GUM,
886 14 PINE,
887 12 PINE,
888 16 PINE,
889 20 PINE,
890 12 PINE,
891 12 PINE,
892 16 PINE,
893 12 PINE,
894 12 PINE,
895 9 GUM,
896 17 PINE,
897 12 PINE,
898 12 PINE,
899 11 GUM,
900 12 GUM,
902 14 PINE,
903 12 PINE,
904 12 PINE,
905 12 PINE,
906 13 PINE,
907 15 PINE,
908 15 PINE,
909 6 to 12 OAK CLUSTER,
910 15 PINE,
911 14 PINE,
912 12 PINE,
913 12 PINE,
914 16 PINE,
915 15 PINE,
916 12 PINE,
917 14 PINE,
918 16 PINE,
919 17 OAK,
920 12 PINE,
921 10 GUM,
922 14 PINE,
923 15 PINE,
924 12 PINE,
925 12 PINE,
926 15 PINE,
927 15 PINE,
928 12 PINE,
929 14 PINE,
932 14 PINE,
933 12 PINE,
934 15 PINE,
935 11 GUM,
936 20 PINE,
939 17 PINE,
940 12 PINE,
941 16 PINE,
943 13 PINE,
944 15 PINE,
945 16 PINE,
946 13 PINE,
947 13 PINE,
948 16 PINE,
949 12 PINE,
950 14 PINE,
952 12 PINE,
953 12 PINE,
954 12 PINE,
955 14 PINE,
956 13 PINE,
957 14 PINE,
958 16 OAK,
959 9 OAK,
960 18 PINE,
961 13 PINE,
962 16 PINE,
963 26 PINE,
964 13 PINE,
965 13 PINE,
966 1 PINE,
967 12 PINE,
968 13 PINE,
969 14 PINE,
970 12 PINE,
971 15 PINE,
973 12 PINE,
974 15 PINE,
975 12 PINE,
978 4 MAGNOLIA,
979 5 MAGNOLIA,
980 10 GUM,
981 11 OAK,
983 10 OAK,
986 19 PINE,
987 13 PINE,
988 19 PINE,
990 12 PINE ,
992 14 PINE,
993 14 PINE,
994 12 PINE,
995 13 PINE,
996 15 PINE,
997 17 PINE,
998 10 GUM,
999 5 MAGNOLIA,
1001 12 PINE,
1003 14 PINE,
1004 5 5 4 MAGNOLIA,
1005 11 GUM,
1006 12 PINE,
1007 13 PINE,
1008 18 PINE,
1009 12 PINE,
1010 13 PINE,
1011 15 PINE,
1012 14 PINE,
1013 15 PINE,
1014 14 PINE,
1015 4 MAGNOLIA,
1017 13 TWIN GUM,
1018 19 PINE,
1019 9 GUM,
1020 30 PINE,
1101 7 MAGNOLIA,
1103 8 OAK,
1104 10 GUM,
1105 13 PINE,
1106 12 PINE,
1109 13 PINE,
1110 17 PINE,
1111 16 PINE,
1112 16 PINE,
1113 8 OAK,
1114 17 PINE,
1115 12 PINE,
1116 12 PINE,
1117 15 PINE,
1118 12 PINE,
1119 16 PINE,
1120 18 PINE,
1121 17 PINE,
1125 4 MAGNOLIA,
1126 12 PINE,
1364 16 PINE,
1365 8 OAK,
1366 8 OAK CLUSTER,
1367 10 OAK,
1368 14 PINE,
1369 17 PINE,
1370 14 PINE,
1371 13 PINE,
1372 15 PINE,
1373 12 PINE,
1374 14 PINE,
1375 16 PINE,
1376 18 PINE,
1377 16 PINE,
1378 17 PINE,
1379 12 PINE,
1380 16 PINE,
1381 12 PINE,
1382 15 PINE,
1383 15 PINE,
1384 17 PINE,
1385 20 PINE,
1386 13 PINE,
1387 15 PINE,
1388 15 PINE,
1389 16 PINE,
1390 19 PINE,
1391 15 PINE,
1392 15 PINE,
1393 13 PINE,
1394 12 PINE,
1395 14 PINE,
1396 13 12 PINE,
1397 14 PINE,
1398 14 TWIN PINE,
1399 15 PINE,
1400 14 PINE,
1401 13 PINE,
1402 13 PINE,
1403 14 PINE,
1404 12 PINE,
1405 15 PINE,
1406 15 PINE,
1407 13 PINE,
1408 18 PINE,
1409 12 PINE,
1410 14 PINE,
1411 14 PINE,
1412 16 PINE,
1413 12 PINE,
1414 18 PINE,
1415 14 PINE,
1416 13 PINE,
1417 12 PINE,
1418 14 PINE,
1419 15 PINE,
1420 16 PINE,
1421 20 PINE,
1422 NAIL,
1423 15 PINE,
1424 15 PINE,
1425 16 PINE,
1426 17 PINE,
1427 20 PINE,
1428 13 PINE,
1429 13 PINE,
1430 12 PINE,
1431 22 PINE,
1432 BS.HT,
1433 15 PINE,
1434 14 PINE,
1435 18 PINE,
1436 12 PINE,
1437 16 PINE,
1438 13 PINE,
1439 16 PINE,
1440 15 PINE,
1441 15 PINE,
1442 8 OAK,
1443 15 PINE,
1445 15 PINE,
1446 15 PINE,
1447 13 PINE,
1448 13 PINE,
1449 14 PINE,
1450 17 PINE,
1451 15 PINE,
1453 15 PINE,
1454 16 PINE,
1455 18 PINE,
1456 17 PINE,
1457 15 PINE,
1458 16 PINE,
1459 15 PINE,
1460 14 PINE,
1461 13 PINE,
1462 14 PINE,
1463 15 PINE,
1464 12 PINE,
1465 15 PINE,
1466 15 PINE,
1467 16 PINE,
1470 16 PINE,
1471 13 PINE,
1472 14 PINE,
1473 12 PINE,
1474 18 PINE,
1475 10 OAK,
1476 17 PINE,
1477 15 PINE,
1478 9 OAK,
1479 16 PINE,
1480 15 PINE,
1481 14 PINE,
1482 16 PINE,
1483 15 PINE,
1484 13 PINE,
1485 16 PINE,
1486 12 PINE,
1487 12 PINE,
1488 14 PINE,
1489 13 PINE,
1490 14 PINE,
1491 12 PINE,
1492 12 PINE,
1493 13 PINE,
1494 13 PINE,
1495 12 PINE,
1496 14 PINE,
1497 13 PINE,
1498 13 PINE,
1499 15 PINE,
1500 13 PINE,
1501 12 PINE,
1502 13 PINE,
1503 12 PINE,
1504 18 PINE,
1506 16 PINE,
1507 15 PINE,
1508 16 PINE,
1509 14 PINE,
1510 10 OAK,
1511 16 PINE,
1512 8 TWIN OAKS,
1513 13 OAK 15 PINE,
1514 18 PINE,
1515 12 PINE,
1516 14 PINE,
1517 16 PINE,
1518 13 PINE,
1519 14 PINE,
1520 14 PINE,
1521 NAIL,
1522 BS.NAIL,
1523 20 PINE,
1524 16 PINE,
1525 12 PINE,
1526 16 PINE,
1527 12 PINE,
1528 15 PINE,
1529 12 PINE,
1530 12 PINE,
1531 12 PINE,
1532 14 PINE,
1533 14 PINE,
1536 14 PINE,
1537 14 PINE,
1538 13 PINE,
1539 12 PINE,
1540 14 PINE,
1541 12 PINE,
1542 13 PINE,
1543 17 PINE,
1544 12 PINE,
1545 15 PINE,
1546 13 PINE,
1547 14 PINE,
1548 14 PINE,
1549 15 PINE,
1550 16 PINE,
1551 16 PINE,
1552 12 OAK,
1553 18 PINE,
1554 10 OAK,
1555 12 PINE,
1556 12 PINE,
1557 15 PINE,
1559 17 PINE,
1560 14PINE,
1561 12 PINE,
1562 16 PINE,
1563 12 PINE,
1564 12 PINE,
1565 14 PINE,
1566 13 PINE,
1568 12 PINE,
1569 17 PINE,
1570 16 PINE,
1571 12 PINE,
1572 14 PINE,
1573 20 PINE,
1575 14 PINE,
1576 12 PINE,
1577 12 PINE,
1578 12 PINE,
1579 17 PINE,
1580 7 MAGNOLIA,
1581 16 PINE,
1583 12 PINE,
1584 13 PINE,
1585 10 OAK,
1586 13 PINE,
1587 13 PINE,
1588 12 PINE,
1589 13 PINE,
1590 14 PINE,
1591 16 PINE,
1592 15 PINE,
1593 12 PINE,
1594 16 PINE,
1595 12 PINE,
1596 12 PINE,
1597 15 PINE,
1598 18 PINE,
1599 14 PINE,
1600 14 PINE,
1601 15 PINE,
1602 14 PINE,
1603 20 PINE,
1605 12 PINE,
1606 15 PINE,
1607 12 PINE,
1608 8 OAK,
1609 18 PINE,
1610 16 PINE,
1611 14 PINE,
1613 12 PINE,
1614 17 PINE,
1615 12 PINE,
1616 14 PINE,
1617 15 PINE,
1618 12 PINE,
1619 16 PINE,
1620 16 PINE,
1621 13 PINE,
1622 15 PINE,
1623 15 PINE,
1624 20 PINE,
1625 13 PINE,
1626 18 PINE,
1627 18 PINE,
1628 12 PINE,
1629 22 PINE,
1630 15 PINE,
1631 14 PINE,
1632 19 PINE,
1633 11 7 OAK,
1634 10 9 7 OAK,
1635 8 GUM,
1636 13 PINE,
1637 12 PINE,
1638 12 PINE,
1639 12 PINE,
1640 13 PINE,
1641 13 PINE,
1642 13 PINE,
1643 15 PINE,
1646 16 PINE,
1647 16 PINE,
1648 12 PINE,
1649 12 PINE,
1650 16 PINE,
1651 17 PINE,
1652 12 PINE,
1654 13 PINE,
1655 14 PINE,
1656 12 PINE,
1658 24 PINE,
1659 23 PINE,
1660 18 PINE,
1661 24 PINE,
1662 24 PINE,
1663 17 PINE,
1664 15 PINE,
1665 25 PINE,
1666 16 OAK,
1667 17 PINE,
1668 20 PINE,
1669 12 PINE,
1670 12 PINE,
1671 18 PINE,
1673 13 PINE,
1674 12 PINE,
1675 12 PINE,
1676 13 PINE,
1677 16 PINE,
1678 15 PINE,
1679 16 PINE,
1681 9 OAK,
1682 22 PINE,
1683 19 PINE,
1684 17 OAKS,
1685 11 11 11 5 4 OAK CLUSTER,
1686 19 PINE,
1687 NAIL,
1688 NAIL,
1689 BS.NAIL,
1690 12 PINE,
1691 12 PINE,
1692 12 PINE,
1693 17 PINE,
1694 12 PINE,
1695 15 PINE,
1696 14 PINE,
1697 12 PINE,
1698 14 PINE,
1699 17 PINE,
1700 13 PINE,
1701 14 PINE,
1702 16 PINE,
1703 12 PINE,
1704 12 PINE,
1705 13 PINE,
1706 17 PINE,
1707 12 16 PINE,
1708 13 PINE,
1709 13 PINE,
1710 17 PINE,
1711 17 PINE,
1712 24 PINE,
1713 16 PINE,
1714 19 PINE,
1715 8 OAK,
1716 16 PINE,
1717 14 PINE,
1718 15 PINE,
1719 10 GUM,
1720 17 PINE,
1721 19 PINE,
1722 13 PINE,
1723 18 PINE,
1724 18 PINE,
1725 14 PINE,
1726 BS.NAIL,
1727 13 12 TWIN GUM,
1728 10 6 TWIN OAK,
1729 12 11 10 4 OAK CLUSTER,
1731 20 PINE,
1732 16 PINE,
1733 23 PINE,
1734 15 11 9 A OAK CLUSTER,
1735 26 PINE,
1736 22 PINE,
1737 13 12 11 11 10 4 OAK CLUSTER,
1738 18 PINE,
1739 10 OAK,
1744 22 PINE,
1745 13 PINE,
1746 12 PINE,
1747 12 PINE,
1748 14 PINE,
1749 12 PINE,
1750 15 PINE,
1751 16 PINE,
1752 14 PINE,
1753 13 PINE,
1754 11 GUM,
1755 12 GUM,
1756 16 PINE,
1758 10 8 TIN GUM,
1759 11 GUM,
1760 13 PINE,
1761 8 CHERRY,
1762 9 GUM,
1763 13 PINE,
1764 15 15 10 9 OAK CLUSTER,
1765 17 PINE,
1766 13 PINE,
1767 14 PINE,
1768 12 PINE,
1769 14 PINE,
1770 18 PINE,
1771 18 PINE,
1772 20 PINE,
1773 15 PINE,
1774 19 PINE,
1775 16 OAK,
1776 14 15 TWIN OAK,
1777 9 8 TWIN GUM,
1778 20 14 14 GUM CLUSTER,
1779 12 11 11 10 OAK CLUSTER,
1780 21 PINE,
1782 18 PINE,
1783 11 8 TWIN OAK,
1786 13 PINE,
1787 16 PINE,
1788 17 PINE,
1789 15 PINE,
1790 24 PINE,
1791 20 PINE,
1792 21 PINE,
1793 14 16 TWIN OAK,
1794 12 10 TWIN OAK,
1795 16 OAK,
1796 15 OAK,
1797 10 OAK,
1798 11 OAK,
1799 14 PINE,
1800 8 6 TWIN OAKS,
1801 14 11 9 8 OAK CLUSTER,
1802 15 PINE 8 OAK,
1803 12 PINE,
1804 12 PINE,
1805 15 PINE,
1806 11 OAK,
1807 12 PINE,
1808 10 OAK,
1809 16 PINE,
1811 9 OAK,
1812 15 OAK,
1813 12 11 TWIN OAK,
1814 12 112 10 OAK CLUSTER,
1815 12 PINE,
1816 12 PINE,
1817 11 OAK,
1818 10 OAK,
1819 10 9 TWIN OAK,
1822 20 PINE,
1823 19 PINE,
1824 12 PINE,
1825 12 PINE,
1826 8 OAK,
1827 9 8 TWIN OAK,
1834 10 7 TWIN CHERRY,
1835 10 13 TWIN OAK,
1836 12 12 11 11 OAK CLUSTER,
1837 12 OAK,
1838 14 OAK,
1839 12 OAK,
1840 10 CHERRY,
1841 8 OAK CLUSTER,
1842 10 11 TWIN OAK,
1843 13 8 TWIN OAK,
1844 12 TWIN OAK,
1845 8 CHERRY,
1846 10 OAK,
1847 8 OAK,
1848 11 OAK,
1849 8 5 5 CHERRY CLUSTER,
1850 16 PINE,
1851 13 PINE,
1852 11 GUM,
1853 11 OAK,
1855 17 PINE,
1856 12 11 TWIN PINE,
1857 17 PINE,
1858 12 11 TWIN OAK,
1859 12 OAK,
1862 15 PINE,
1863 18 PINE,
1864 17 GUM,
1865 12 PINE,
1866 12 PINE,
1867 13 PINE,
1868 15 9 TWIN PINE,
1869 13 PINE,
1870 12 PINE,
1871 12 GUM,
1872 12 GUM,
1873 8 OAK,
1874 10 OAK,
1875 9 OAK,
1876 12 PINE,
1877 13 PINE,
1878 17 PINE,
1881 13 OAK,
1882 11 12 TWIN OAK,
1883 14 PINE,
1884 22 PINE,
1885 22 PINE,
1886 20 PINE,
1887 18 PINE,
1890 9 OAK,
1891 15 OAK,
1892 9 OAK,
1894 13 OAK,
1895 24 OAK,
1896 8 OAK,
1897 10 OAK,
1898 24 PINE,
1899 10 OAK,
1900 12 OAK,
1901 22 OAK,
1902 22 OAK,
1903 15 GUM,
1904 13 6 TWIN OAK,
1905 12 OAK,
1906 14 OAK,
1907 16 PINE,
1908 18 9 TWIN OAK,
1909 12 11 10 OAK CLUSTER,
1910 14 OAK,
1912 14 PINE,
1913 11 OAK,
1914 14 OAK,
1915 23 PINE,
1916 12 PINE,
1918 13 PINE,
1919 16 PINE,
1920 16 PINE,
1922 9 8 TWIN OAK,
1923 14 OAK,
1925 17 PINE,
1927 13 9 TWIN OAK,
1928 16 PINE,
1929 12 PINE,
1931 13 OAK,
1932 15 PINE,
1933 16 PINE,
1935 17 PINE,
1936 11 OAK,
1937 16 PINE,
1938 11 11 10 OAK CLUSTER,
1939 15 OAK,
1940 8 OAK,
1941 10 9 8 OAK CLUSTER,
1942 11 GUM,
1943 12 GUM,
1944 8 OAK,
1945 14 OAK,
1948 9 8 TWIN GUM,
1949 9 8 TWIN GUM,
1950 10 8 TWIN OAK,
1951 10 OAK,
1952 13 11 10 OAK CLUSTER,
1953 13 PINE,
1954 20 PINE,
1955 20 PINE,
1956 8 OAK,
1959 16 12 TWIN OAK,
1960 11 10 5 OAK CLUSTER,
1961 12 28 OAK TWINS,
1962 10 9 8 OAK CLUSTER,
1963 20 OAK,
1964 12 12 11 7 7 6 OAK CLUSTER,
1965 8 5 3 GUM CLUSTER,
1966 13 13 12 12 OAK CLUSTER,
1967 16 OAK,
1968 16 OAK,
1969 13 PINE,
1970 12 PINE,
1971 22 PINE,
1972 10 OAK,
1973 8 OAK,
1974 10 OAK,
1975 20 PINE,
1976 11 OAK,
1977 11 10 TWIN OAK,
1978 11 17 TWIN OAK,
1979 11 OAK,
1980 8 7 TWIN OAK,
1981 10 OAK,
1982 13 OAK,
1983 13 7 TWIN OAK,
1984 14 10 9 OAK CLUSTER,
1985 13 PINE,
1986 12 OAK,
1987 14 OAK,
1988 15 OAK,
1989 20 OAK,
1993 12 10 TWIN OAK,
1994 8 7 TWIN OAK,
1995 13 OAK,
1996 8 GUM,
1997 12 OAK,
1998 14 PINE,
2000 18 PINE,
2001 11 CHERY,
2002 13 PINE,
2003 12 OAK,
2004 8 OAK,
2005 16 OAK,
2006 10 OAK,
2007 9 OAK,
2008 13 OAK,
2009 20 PINE,
2010 10 OAK,
2014 12 PINE,
2015 14 PINE,
2016 20 PINE,
2017 15 PINE,
2019 13 OAK,
2020 14 PINE,
2021 15 PINE,
2022 12 OAK,
2023 13 PINE,
2024 15 PINE,
2025 15 GUM,
2026 14 GUM,
2027 20 PINE,
2028 11 OAK,
2029 13 GUM,
2030 13 GUM,
2031 13 PINE,
2032 20 PINE,
2033 20 PINE,
2034 15 PINE,
2036 11 OAK,
2038 18 PINE,
2039 11 OAK,
2040 16 PINE,
2041 12 PINE,
2043 20 PINE,
2044 16 PINE,
2045 18 PINE,
2046 24 PINE,
2047 18 PINE,
2048 17 PINE,
2049 22 PINE,
2051 16 PINE,
2052 8 GUM,
2054 12 OAK,
2055 19 PINE,
2056 14 PINE,
2057 18 PINE,
2058 16 14 11 PINE CLUSTER,
2059 19 PINE,
2060 16 PINE,
2061 18 PINE,
2062 10 OAK,
2063 12 PINE,
2064 15 PINE,
2065 18 PINE,
2066 20 PINE,
2067 8 OAK,
2068 20 PINE,
2069 22 PINE,
2070 17 PINE,
2073 13 OAK,13 st
2075 19 PINE,
2077 12 OAK,
2078 10 7 5 OAK CLUSTER,
2079 18 PINE,
2080 19 PINE,
2081 13 PINE,
2082 20 PINE,
2083 12 PINE,
2084 15 PINE,
2085 13 PINE,
2086 12 8 TWIN OAK,
2087 13 OAK,
2088 26 PINE,
2089 17 PINE,
2090 15 OAK,
2091 25 PINE,
2092 18 PINE,
2093 17 PINE,
2094 18 PINE,
2095 18 PINE,
2096 12 PINE,
2097 13 PINE,
2098 20 PINE,
2099 12 PINE,
2100 20 PINE,
2101 14 PINE,
2102 16 PINE,
2103 17 PINE,
2104 15 PINE,
2105 18 PINE,
2106 17 PINE,
2107 12 PINE,
2108 13 PINE,
2109 20 PINE,
2110 20 PINE,
2111 17 PINE,
2112 22 PINE,
2113 18 PINE,
2114 19 PINE,
2115 17 PINE,
2116 22 PINE,
2117 18 PINE,
2118 18 PINE,
2119 17 PINE,
2120 18 PINE,
2121 18 PINE,
2122 12 PINE,
2123 13 PINE,
2124 14 PINE,
2125 13 PINE,
2126 14 PINE,
2127 16 PINE,
2128 15 PINE,
2129 14 PINE,
2130 14 PINE,
2131 22 PINE,
2132 13 PINE,
2133 17 PINE,
2134 12 PINE,
2137 12 PINE,
2138 12 PINE,
2139 12 PINE,
2140 12 PINE,
2141 17 PINE,
2142 9 OAK,
2143 18 PINE,
2144 9 OAK,
2145 17 PINE,
2146 19 PINE,
2147 17 12 TWIN PINE,
2148 22 PINE,
2149 22 PINE,
2150 14 OAK,
2151 19 PINE
2152 26 PINE
2153 18 PINE
2154 10 OAK
2156 12 OAK
2157 17 PINE
2158 8 OAK
2159 8 OAK 12 PINE
2160 17 PINE
2162 12 PINE
2163 17 PINE
2164 18 PINE
2167 13 OAK
2168 12 OAK
2169 14 OAK
2171 12 OAK
2172 16 OAK
2174 13 PINE,
2175 13 PINE,
2176 14 PINE,
2177 15 PINE,
2178 14 PINE,
2179 14 PINE,
2180 16 PINE,
2181 15 PINE,
2182 12 PINE,
2183 13 PINE,
2184 12 PINE,
2185 22 PINE,
2186 12 PINE,
2187 24 PINE,
2188 14 PINE,
2189 12 PINE,
2190 16 PINE,
2191 12 PINE,
2192 14 PINE,
2193 19 PINE,
2194 17 PINE,
2195 17 PINE,
2196 22 PINE,
2197 13 OAK,
2198 16 PINE,
2199 18 OAK,
2200 14 PINE,
REGULATED TREES REGULATED TREES REGULATED TREES REGULATED TREES REGULATED TREES REGULATED TREES REGULATED TREES
NC
G
R
I
D
N
A
D
8
3
326
324
322
320
318
316
312
310
308
306
304
14
9
15
0
15
1
15
2
15
3
12
3
12
4
12
2
12
1
12
0
11
9
11
8
11
7
F
O
X
R
U
N
F
A
R
M
S
E
C
T
I
O
N
5
M.
B
.
3
4
,
P
G
.
2
9
5
85
84
F
O
X
R
U
N
F
A
R
M
S
E
C
T
I
O
N
3
M.
B
.
3
2
,
P
G
.
3
6
6
50
R
E
C
R
E
A
T
I
O
N
A
R
E
A
F
O
X
R
U
N
F
A
R
M
S
E
C
T
I
O
N
2
B
M.
B
.
3
2
,
P
G
.
1
0
2
49
48
47
46
45
44
43
42
F
O
X
R
U
N
F
A
R
M
S
E
C
T
I
O
N
2
B
M.
B
.
3
2
,
P
G
.
1
0
2
F
O
X
R
U
N
F
A
R
M
S
E
C
T
I
O
N
1
M.
B
.
3
0
,
P
G
.
5
8
18
19
20
111
110
113
112
114
122
130
123
124
125
126
127
128
129
121
120
119
118
117
69
115
116
1
3
1
1
3
2
139
140
156
155
154
153
152
151
150
149
1
3
3
1
3
4
148
147
146
145
144
143
142
141
138
137
136
135
62
96
94
95
93
91
92
90
81
74
63
89
88
82
83
84
85
86
87
70
Ba
n
n
o
c
k
C
i
r
c
l
e
45
'
P
R
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
Ba
n
n
o
c
k
C
i
r
c
l
e
45'
P
R
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
TAN
G
L
E
W
O
O
D
SECT
I
O
N
4
M.B.
7
P
G
6
6
TANG
L
E
W
O
O
D
SECT
I
O
N
4
M.B.
7
P
G
6
6
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
47
48
49
50
51
52
53
54
55
56
20' LA
N
D
S
C
A
P
E
B
U
F
F
E
R
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
57
58
59
60
61
62
63
64
65
66
67
68
W
W
W
W
27
28
27
2
7
27
26
25
25
25
2
5
25
25
25
25
26
2526
26
26
27
2
6
26
27
2627
25
26
27
2
6
26
25
24
23
22
21
20
19
18
17
16
15
14
18
18 17 16 15
14
13
18 18 17
16
15
14 13
14 15 16 17 18
19 20 21 22 23 24 25
1
9
2
0
2
1
2
2
2
3
2425
2021222324
28
27
26
25
26
25
2
6
2
5
24
2
2
22
24
25
28
27
27
28 27
26
27
27
27
26
25
24
23
26
26
26
2
6
26
26
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ELECTRIC AVENUE
50' PUBLIC R/W
OPEN SPACE
± 1.49 AC
60
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0
0
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60
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0
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8
6
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OPEN SPACE
± 2.00 AC
OPEN SPACE
± 8.04 AC
SINGLE FAMILY
AMENITY
± 0.54 AC
WH
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STREET TREE IN PLAZA, TYP.
26' G-G12'
5'6'1'1'
12'
5'6'1'1'
1/4" PER FT1/4" PER FT
1/2" PER FT1/2" PER FT
MODIFIED VALLEY CURB 6" STONE
UNDER CURBING
6"-CABC
2"-SF9.5A SURFACE
TYPICAL PRIVATE ROW CROSS SECTION FOR
LOCAL RESIDENTIAL ROAD
NOT TO SCALE
SLOPES= 3:1
SLOPES= 3:1
SIDEWALKSIDEWALK
50' RIGHT OF WAY
10' UT
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50
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26
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R36'
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50
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50'
45'
26'
45
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26
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24
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50
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24
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8'
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R3
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R
2
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2
3
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R3
1
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R310'
R260'
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1
5
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R300'
R28
0
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R60'
50'
26
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50
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SITE DATA
ZONING CASE NUMBER:Z21-01
OWNER:DRY POND PARTNERS, LLC
P.O. BOX 3649
WILMINGTON, NC 28401
OVERALL SITE ACREAGE:± 64.28 AC
FUTURE DEVELOPMENT:± 25.56 AC
SITE ACREAGE THIS PHASE:± 38.72 AC
PROPERTY PID:R07100-004-425-000; R07100-004-426-000;
R07100-004-427-000; R07100-004-428-000
DEED BOOK / PAGE:5970 / 794; 5970 / 788; 5970 / 783
EXISTING ZONING:PD PERFORMANCE RESIDENTIAL
EXISTING USE:UNUSED LAND
PROPOSED USE:MIXED-USE AND RESIDENTIAL
FUTURE LAND USE DESIGNATION:COMMUNITY MIXED USE & GENERAL RESIDENTIAL
CAMA LAND USE CLASSIFICATION: AQUIFER RESOURCE PROTECTION AREA AND
WATERSHED RESOURCE PROTECTION
DEVELOPMENT DATA
APPROVED DENSITY:7.18 DUAC (460 UNITS)
PROPOSED UNITS THIS PHASE:90 UNITS
SINGLE FAMILY LOTS:44 LOTS
DUPLEX LOTS:46 LOTS (23 BUILDINGS)
SINGLE FAMILY LOT AVERAGE SIZE:9,991 SF
SMALLEST SINGLE FAMILY LOT:8,400 SF
BEDROOMS
-DUPLEXES AND TOWNHOMES WILL HAVE APPROXIMATELY 2-3 BEDROOMS PER UNIT
- SINGLE FAMILY HOMES WILL HAVE APPROXIMATELY 3 BEDROOMS PER UNIT
DIMENSIONAL STANDARDS
PERIMETER SETBACK:20'
MAXIMUM BUILDING HEIGHT:40' (A MAXIMUM OF 80' IN AREAS IDENTIFIED AS
COMMUNITY MIXED USE IN THE FUTURE LAND USE PLAN
SETBACK FROM SIDEWALKS:10'
NEW HANOVER COUNTY ZONING ORDINANCE - PERFORMANCE RESIDENTIAL DEVELOPMENT
a.BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALL SETBACK A MINIMUM OF
TWENTY (20) FEET FROM THE ADJOINING PROPERTY LINE.
b.MULTI-FAMILY DWELLING UNITS SHALL BE SPACED A MINIMUM OF TWENTY (20) FEET FROM ANY PART OF
ANOTHER DWELLING UNIT. ALL OTHER DWELLING UNITS SHALL BE SPACED A MINIMUM OF TEN (10) FEET FROM
EACH OTHER (11-16-2020)
BUFFERYARD:
BUFFER AGAINST RESIDENTIAL PROPERTIES IS EQUAL TO 50% OF MINIMUM REQUIRED SETBACK AS SET FORTH IN
ARTICLE 3: ZONING DISTRICTS, OR 20' WHICHEVER ID GREATER.
N O R T H
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FIRE SERVICES NOTES:
1.FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED A 10 PERCENT GRADE
2.ALL NEW BUILDINGS WILL SHALL COMPLY WITH SECTION 510 OF THE NC FIRE CODE, EMERGENCY
RESPONDER RADIO COVERAGE SURVEY SHALL BE CONDUCTED. IT IS RECOMMENDED THAT A
PRE-CONSTRUCTION SURVEY BE COMPLETED (PRE-CONSTRUCTION SURVEYS ARE NOT MANDATORY). THIS
DOES NOT APPLY TO THE SINGLE FAMILY AND DUPLEX SECTION OF THIS DEVELOPMENT.
3.ALL NEW BUILDINGS SHALL COMPLY WITH APPENDIX J OF THE NC FIRE CODE, BUILDING INFORMATION SIGNS.
(THIS DOES NOT APPLY TO THE SINGLE FAMILY AND DUPLEX PORTION OF THIS DEVELOPMENT.
4.IF A BUILDING IS REQUIRED TO BE SPRINKLERED, FIRE DEPARTMENT CONNECTION (FDC) LOCATION MUST BE
APPROVED BY THE FIRE MARSHAL'S OFFICE.
5.SPRINKLERED BUILDINGS MUST HAVE A FIRE HYDRANT WITHIN 100 FEET OF THE FDC.
6.ALL SPRINKLERED BUILDINGS MUST HAVE A KNOX BOX INSTALLED.
7.ALL ACCESS GATES MUST BE DESIGNED ACCORDING TO THE NHC FIRE SERVICES GATE REQUIREMENTS AND
SUBMITTED THROUGH COAST TO THE NHC FIRE MARSHALS OFF FOR PLAN REVIEW.
8.AUDIBLE FIRE ALARM SYSTEMS ARE TO BE INSTALLED AND CONNECTED DIRECTLY TO A CENTRAL DISPATCH
SYSTEM FOR ALL STRUCTURES EXCEPT SINGLE-FAMILY AND TWO-FAMILY (DUPLEX) RESIDENTIAL, PER
SECTION 3.3.7 OF THE UDO
VICINITY MAP
NOT TO SCALE
NORTH
S.
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R
A
I
L
MOHAW
K
T
R
A
I
L
SEMINO
L
E
T
R
A
I
L
CH
E
R
O
K
E
E
T
R
A
I
L
JU
M
P
I
N
G
R
U
N
B
R
.
WHISKE
Y
B
R
A
N
C
H
FO
X
R
U
N
S
U
B
D
I
V
I
S
I
O
N
IMPERVIOUS AREAS
PAVED SURFACE IN RIGHTS-OF-WAY ± 3.43 AC
DRIVEWAYS (100 DRIVES x 400 SF/DRIVE)± 0.92 AC
SINGLE FAMILY RESIDENCES (64 x 4500 SF)± 6.61 AC
DUPLEX RESIDENCES (46 x 2800 SF)± 2.95 AC
SIDEWALKS ± 1.15 AC
TOTAL:±15.06 AC
STREET TREE IN PLAZA, TYP.
26' G-G12'
5'6'1'1'
12'
5'6'1'1'
1/4" PER FT1/4" PER FT
1/2" PER FT1/2" PER FT
MODIFIED VALLEY CURB 6" STONE
UNDER CURBING
6"-CABC
2"-SF9.5A SURFACE
TYPICAL PRIVATE ROW CROSS SECTION FOR
LOCAL RESIDENTIAL ROAD
NOT TO SCALE
SLOPES= 3:1
SLOPES= 3:1
SIDEWALKSIDEWALK
50' RIGHT OF WAY
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
STREET LIGHTS
1.NEIGHBORHOOD STREET LIGHT MODELS AND LOCATIONS SHALL BE DESIGNED BY DUKE ENERGY
2.ALL EXTERIOR LIGHTING IN THE PROJECT SHALL BE DESIGNED TO NOT EXCEED 0.5-FOOT CANDLES WHEN
MEASURED AT THE PROPERTY LINES ABUTTING THE EXISTING SINGLE-FAMILY DEVELOPMENTS AND 2.0-FOOT
CANDLES AT THE PROPERTY LINES ABUTTING ALL OTHER USES (SEE SECTION 5.5).
3.LIGHTING DESIGN IS IN PROGRESS BY DUKE PROGRESS AND WILL PROVIDED WHEN COMPLETED TO CONFIRM
COMPLIANCE WITH THIS REGULATION
20' WIDE PEDESTRIAN ACCESS
CONNECT INTO EXISTING
WHISKEY BRANCH DR. STUB
CONNECT INTO EXISTING SSMH
CONNECT INTO EXISTING
WATERLINE
CONNECT INTO EXISTING
STORM PIPE
ROADWAY CONNECTION TO
FUTURE DEVELOPMENT
NON-JURISDICTIONAL
DITCH
EXISTING OVERHEAD
POWERLINES IN 50' EASEMENT
EX. OV
E
R
H
E
A
D
P
O
W
E
R
L
I
N
E
S
IN 50' E
A
S
E
M
E
N
T
STORMWATER POND
SHARED WITH FUTURE
DEVELOPMENT
HATCH LEGEND
OPEN SPACE
FUTURE DEVELOPMENT
PROJECT ROADS
1.ALL PROPOSED ROADS IN THIS DEVELOPMENT WILL BE BUILT TO NCDOT & NHC STANDARDS. ALL ROADS WILL
BE PUBLIC RIGHT OF WAY
2.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY
3.ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE RIGHT OF WAY
4.TOWNHOME SECTION WILL BE BUILT WITH PRIVATE DRIVEWAY WITH PARKING
5.THE CONNECTIVITY RATIO OF THE SUBDIVISION AS A WHOLE WILL BE REQUIRED TO BE NO LESS THAN 1.40
6.THE CONNECTIVITY RATIO OF THE PHASE SHOWN IS 1.40
TREE PRESERVATION:
1.ALL TREES WILL BE PRESERVED OR REMOVED IN ACCORDANCE WITH SECTION 5.3: TREE RETENTION OF THE
COUNTY CODE
2.REFER TO APPROVED TREE REMOVAL PERMIT
ASSOCIATION MAINTENANCE:
ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE SHALL BE MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION
FLOOD NOTE:
THIS TRACT IS LOCATED IN FLOOD ZONE X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NUMBER 3720313500K WITH A DATE OF AUGUST 28,
2018.
OPEN SPACE CALCULATIONS:
**OPEN SPACE PROVIDED ON THIS PHASE IS TO BE SHARED BETWEEN LATER PHASES
OPEN SPACE REQUIRED FOR ENTIRE SITE (0.2* ± 64.28 AC):± 12.86 AC
20% OF GROSS PROJECT AREA
OPEN SPACE PROVIDED THIS PHASE:± 12.13 AC
OPEN SPACE TO BE PROVIDED IN FUTURE PHASE:± 0.73 AC
NO
N
-
J
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R
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S
D
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N
A
L
D
I
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C
H
TR
E
E
P
R
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T
E
C
T
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N
F
E
N
C
I
N
G
JURISDI
C
T
I
O
N
A
L
D
I
T
C
H
TO RE
M
A
I
N
O
P
E
N
ROADWAY CONNECTION TO
FUTURE DEVELOPMENT
MAIL KIOSK
M
A
I
L
K
I
O
S
K
10'x70' SIGHT TRIANGLE
JURISDICT
I
O
N
A
L
D
I
T
C
H
TO REMAIN
O
P
E
N
FUTURE DEVELOPMENT
FUTURE DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
20' WIDE PEDESTRIAN ACCESS
PROPOSED FIRE HYDRANT, TYP.
PROPOSED SEWER MANHOLE, TYP.
PROPOSED WATER MAIN, TYP.
PROPOSED STORM PIPE, TYP.
PROPOSED STORM DRAIN, TYP.
PROPOSED 5' CONCRETE SIDEWALK, TYP.
N.
C
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H
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G
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W
A
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1
3
2
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S
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D
LINE BEARING DISTANCE
L1 N 01°19'51" E 25.50'
L2 S 09°39'22" E 40.76'
L3 S 79°55'40" W 17.57'
L4 N 31°15'30" E 42.07'
L5 N 31°53'11" E 10.49'
L6 S 03°01'02" E 53.80'
L7 S 14°47'56" W 40.64'
L8 S 33°53'49" W 42.26'
L9 S 33°53'49" W 39.99'
L10 S 04°01'05" W 43.73'
L11 S 42°54'43" E 23.38'
L12 S 74°45'06" E 46.66'
L13 S 74°45'06" E 50.36'
L14 S 74°45'06" E 50.36'
L15 S 74°45'06" E 50.36'
L16 S 74°45'06" E 50.36'
L17 S 74°45'06" E 50.36'
L18 S 74°45'06" E 50.36'
L19 S 74°45'06" E 46.52'
L20 S 74°45'06" E 50.60'
L21 S 74°45'06" E 31.43'
L22 N 61°55'27" E 53.28'
L23 N 61°55'27" E 49.22'
L24 N 16°37'17" E 50.89'
L25 N 16°37'17" E 25.26'
L26 N 12°07'57" E 43.64'
L27 N 12°07'57" E 50.35'
L28 N 12°07'57" E 20.25'
L29 N 26°24'35" E 24.09'
L30 N 26°24'35" E 50.35'
L31 N 26°24'35" E 50.35'
L32 N 26°24'35" E 50.35'
L33 N 26°24'35" E 50.35'
L34 N 26°24'35" E 37.30'
L35 N 08°53'53" E 16.31'
L36 N 78°36'02" W 25.67'
L37 N 83°33'07" E 29.33'
L38 S 40°56'28" W 53.35'
L39 N 14°09'32" E 48.18'
L41 S 17°47'18" W 25.00'
L42 S 02°26'49" E 21.32'
L43 S 60°54'51" E 20.22'
L44 S 77°52'03" E 25.00'
L45 N 71°01'08" W 56.54'
L46 N 77°52'03" W 50.95'
L47 S 75°50'28" E 52.85'
L48 S 75°50'28" E 52.85'
L49 S 75°50'28" E 52.85'
L50 S 75°50'28" E 52.85'
L51 S 75°50'28" E 52.85'
L52 S 75°50'28" E 52.85'
L53 N 87°42'29" E 48.41'
L54 S 09°37'46" W 52.85'
L55 S 09°37'46" W 39.49'
L56 S 32°45'48" W 18.39'
L57 S 55°53'51" W 42.38'
L58 S 29°55'48" W 48.66'
L59 S 78°36'44" W 51.90'
L60 S 78°36'44" W 45.16'
L61 N 65°13'31" W 18.33'
L62 N 85°41'56" W 48.06'
L63 N 86°42'40" W 50.34'
L64 N 86°42'40" W 59.12'
L65 S 03°17'20" W 25.12'
L66 S 08°44'03" W 26.99'
L67 S 29°34'16" W 11.95'
L68 S 26°24'35" W 52.85'
L69 S 26°24'35" W 52.85'
L70 S 26°24'35" W 52.85'
L71 S 26°24'35" W 52.85'
L72 S 58°06'49" E 20.00'
L73 S 58°06'49" E 12.76'
L74 S 31°53'11" W 42.37'
L75 S 31°53'11" W 6.28'
L76 N 58°06'49" W 5.00'
L77 N 58°06'49" W 55.00'
L78 N 58°06'49" W 60.00'
L79 N 58°06'49" W 60.00'
L80 N 58°06'49" W 60.00'
L81 S 31°53'11" W 60.00'
L82 N 10°53'55" E 35.01'
L83 N 10°53'55" E 34.69'
L84 N 10°53'55" E 16.79'
L86 N 31°53'11" E 7.34'
L87 N 10°53'55" E 25.00'
CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING
C1 205.65'133.84'37°17'23"131.49'N 38°49'05" W
C4 155.00'162.92'60°13'25"155.52'S 01°46'28" W
C5 300.00'160.58'30°40'07"158.67'N 45°08'33" E
C6 260.00'316.02'69°38'24"296.92'N 66°04'43" E
C7 790.00'289.38'20°59'16"287.76'N 21°23'33" E
C8 230.00'154.31'38°26'30"151.44'N 38°53'35" W
C9 230.00'156.65'39°01'24"153.64'N 39°11'01" W
C10 280.00'204.65'41°52'36"200.12'N 79°38'01" W
C13 465.00'47.92'5°54'18"47.90'N 13°51'04" E
C14 465.00'16.06'1°58'45"16.06'N 17°47'35" E
C15 465.00'46.58'5°44'23"46.56'N 21°39'09" E
C16 465.00'45.00'5°32'40"44.98'N 27°17'41" E
C17 465.00'14.77'1°49'10"14.77'N 30°58'36" E
C18 25.00'39.27'90°00'00"35.36'S 76°53'11" W
C19 605.00'77.76'7°21'50"77.70'S 28°12'16" W
C20 605.00'81.51'7°43'08"81.44'S 20°39'47" W
C21 605.00'62.35'5°54'18"62.32'S 13°51'04" W
C22 25.00'39.51'90°32'52"35.52'S 34°22'31" E
C23 475.00'116.05'13°59'55"115.76'S 86°38'54" E
C24 475.00'146.57'17°40'46"145.99'N 77°30'46" E
C25 25.00'35.02'80°15'49"32.23'N 28°32'28" E
C26 325.00'91.73'16°10'19"91.43'N 03°30'17" W
C27 325.00'80.56'14°12'06"80.35'N 11°40'55" E
C28 325.00'64.01'11°17'03"63.90'N 24°25'29" E
C29 325.00'10.32'1°49'10"10.32'N 30°58'36" E
C30 25.00'39.27'90°00'00"35.36'N 13°06'49" W
C31 272.00'22.55'4°44'58"22.54'N 30°42'44" W
C32 297.00'28.03'5°24'28"28.02'N 28°25'23" W
C33 275.00'97.80'20°22'34"97.28'N 18°05'39" W
C34 275.00'98.87'20°36'01"98.34'N 02°23'38" E
C35 275.00'92.12'19°11'32"91.69'N 22°17'24" E
C36 75.08'25.18'19°12'40"25.06'N 22°39'21" E
C37 75.08'48.12'36°43'17"47.30'N 05°52'37" W
C38 75.00'44.59'34°04'03"43.94'N 41°04'48" W
C39 205.00'20.03'5°35'55"20.02'N 55°18'52" W
C40 205.00'117.51'32°50'34"115.91'N 36°05'37" W
C41 255.00'173.68'39°01'24"170.34'N 39°11'01" W
C42 305.00'217.66'40°53'19"213.07'N 79°08'23" W
C43 25.00'39.27'90°00'00"35.36'S 13°06'49" E
C44 650.00'49.51'4°21'50"49.50'S 29°42'15" W
C45 650.00'60.00'5°17'20"59.98'S 24°52'40" W
C46 650.00'60.00'5°17'20"59.98'S 19°35'20" W
C47 650.00'60.00'5°17'19"59.98'S 14°18'01" W
C48 650.00'8.59'0°45'27"8.59'S 11°16'38" W
C49 25.00'39.27'90°00'00"35.36'S 55°53'55" W
C50 247.00'25.60'5°56'18"25.59'N 28°09'28" W
C51 25.00'30.77'70°31'40"28.87'N 66°23'27" W
C52 524.98'288.96'31°32'11"285.32'S 84°26'52" W
C53 525.60'0.74'0°04'51"0.74'N 77°07'18" W
C54 25.00'38.42'88°03'04"34.75'S 56°15'27" W
C55 335.00'82.90'14°10'40"82.68'S 19°19'15" W
C56 225.00'19.33'4°55'22"19.33'S 28°52'16" W
C57 175.00'15.04'4°55'22"15.03'S 28°52'16" W
C58 285.00'36.95'7°25'43"36.93'S 22°41'44" W
C59 25.00'16.36'37°29'07"16.07'S 00°14'19" W
C60 55.00'45.68'47°35'26"44.38'S 05°17'26" W
C61 55.00'24.89'25°55'37"24.68'S 42°02'58" W
C62 55.00'31.24'32°32'25"30.82'S 71°16'58" W
C63 55.00'42.34'44°06'30"41.30'N 70°23'35" W
C64 55.00'12.67'13°12'13"12.65'N 41°44'14" W
C65 25.00'17.76'40°42'19"17.39'N 55°29'19" W
C66 15.00'9.81'37°28'19"9.64'S 85°25'22" W
C67 48.00'21.63'25°49'18"21.45'S 79°35'17" W
C68 48.00'34.77'41°29'58"34.01'N 66°44'58" W
C69 48.00'33.14'39°33'15"32.48'N 26°13'10" W
C70 48.00'33.68'40°11'52"32.99'N 13°39'15" E
C71 48.00'27.23'32°30'13"26.87'N 49°59'55" E
C72 25.00'22.73'52°05'28"21.95'N 40°12'16" E
C73 125.00'37.47'17°10'34"37.33'N 05°34'15" E
C74 125.00'58.60'26°51'37"58.07'N 16°26'51" W
C75 25.00'34.25'78°29'39"31.63'N 69°07'29" W
C76 73.50'32.70'25°29'24"32.43'S 84°22'23" W
C77 25.00'22.80'52°15'38"22.02'S 70°59'16" W
C78 325.00'12.09'2°07'55"12.09'S 45°55'24" W
C79 325.00'92.81'16°21'44"92.50'S 55°10'14" W
C80 185.00'24.56'7°36'26"24.54'S 66°41'03" W
C81 25.00'53.22'121°58'44"43.73'N 56°07'48" W
C82 73.50'31.83'24°48'53"31.58'N 07°32'52" W
C83 30.00'34.15'65°13'40"32.34'N 10°38'47" E
C84 235.00'236.40'57°38'17"226.56'N 72°04'46" E
C85 24.82'39.80'91°51'59"35.67'S 32°44'59" E
C86 285.00'67.93'13°39'22"67.77'S 19°34'54" W
C87 175.00'15.04'4°55'22"15.03'S 28°52'16" W
C88 225.00'19.33'4°55'22"19.33'S 28°52'16" W
C90 25.00'37.17'85°10'40"33.84'S 61°34'12" W
C91 25.00'38.97'89°18'17"35.14'N 30°29'44" W
LINE BEARING DISTANCE
L88 N 10°53'55" E 60.00'
L89 N 10°53'55" E 51.41'
L90 S 31°53'11" W 56.28'
L91 S 31°53'11" W 2.52'
L91 S 31°53'11" W 52.20'
L93 S 31°53'11" W 2.52'
L94 S 10°53'55" W 16.79'
L95 N 68°40'23" E 24.77'
L96 N 31°53'11" E 58.81'
L97 N 31°53'11" E 59.54'
L98 S 61°39'45" W 4.32'
L99 N 31°07'37" W 13.03'
L100 N 31°53'11" E 6.28'
L101 N 31°53'11" E 42.37'
L102 N 58°06'49" W 20.87'
L103 N 58°06'49" W 20.00'
L104 N 58°06'49" W 45.00'
L105 S 58°03'55" E 47.51'
L106 S 76°21'24" E 23.72'
L107 S 76°21'24" E 1.82'
L108 S 58°06'49" E 58.27'
L109 S 58°06'49" E 60.00'
L110 S 58°06'49" E 60.00'
L111 S 58°06'49" E 55.00'
L112 S 31°53'11" W 47.86'
L113 S 31°53'11" W 10.49'
L114 S 10°53'55" W 51.41'
L115 S 10°53'55" W 60.00'
L116 S 10°53'55" W 45.00'
L117 N 04°01'42" E 9.94'
L118 N 61°39'45" E 5.61'
L119 N 31°07'37" W 18.46'
L120 S 69°14'47" W 26.12'
L121 S 26°24'35" W 5.57'
L122 S 26°24'35" W 9.92'
L123 S 31°19'57" W 17.04'
L124 S 31°19'57" W 24.03'
L125 S 26°24'35" W 11.39'
L126 S 26°24'35" W 50.35'
L127 S 26°24'35" W 50.35'
L128 S 26°24'35" W 50.35'
L129 S 26°24'35" W 9.01'
L130 S 18°58'52" W 17.89'
L131 S 18°58'52" W 42.06'
L132 N 75°50'28" W 22.38'
L133 N 75°50'28" W 50.35'
L134 N 75°50'28" W 50.35'
L135 N 75°50'28" W 50.35'
L136 N 75°50'28" W 50.35'
L137 N 75°50'28" W 50.35'
L138 N 75°50'28" W 50.35'
L139 N 75°50'28" W 21.72'
L140 N 14°09'32" E 32.48'
L141 N 14°09'32" E 34.75'
L142 S 62°52'50" W 8.82'
L143 N 21°58'03" W 5.64'
L144 S 79°06'05" E 2.74'
L145 S 26°24'35" W 15.49'
L146 S 31°19'57" W 41.07'
L147 S 26°24'35" W 29.18'
L148 S 26°24'35" W 52.85'
L149 S 26°24'35" W 52.85'
L150 S 26°24'35" W 36.57'
L151 N 75°50'27" W 45.68'
L152 N 75°50'27" W 52.85'
L153 N 75°50'27" W 52.85'
L154 N 75°50'27" W 52.85'
L155 N 75°50'27" W 52.85'
L156 N 75°50'27" W 52.85'
L157 N 75°50'27" W 52.85'
L158 N 75°50'27" W 45.93'
L159 N 14°09'32" E 6.94'
L160 N 62°52'50" E 13.59'
L161 S 81°15'53" E 15.23'
L162 S 81°15'53" E 54.91'
L163 S 81°15'53" E 16.49'
L164 N 66°28'43" W 26.61'
L165 S 59°44'55" W 27.39'
L166 S 62°52'50" W 8.82'
L167 S 56°07'47" E 33.64'
L168 N 31°19'57" E 41.07'
L169 N 26°24'35" E 15.49'
L170 N 10°53'55" E 41.52'
L171 N 62°52'50" E 57.24'
L172 S 28°20'15" E 40.77'
L173 S 79°06'05" E 43.20'
CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING
C92 175.00'12.11'3°57'54"12.11'N 12°10'35" E
C93 175.00'69.75'22°50'08"69.29'N 01°13'27" W
C94 25.00'32.95'75°31'21"30.62'N 25°07'09" E
C95 135.00'44.60'18°55'45"44.40'N 72°20'43" E
C96 135.00'39.88'16°55'32"39.73'S 89°43'39" E
C97 25.00'21.03'48°11'23"20.41'S 57°10'12" E
C98 50.00'23.87'27°21'13"23.64'S 46°45'07" E
C99 50.00'35.74'40°57'32"34.99'S 80°54'30" E
C100 50.00'29.72'34°03'09"29.28'N 61°35'10" E
C101 50.00'30.25'34°40'04"29.79'N 27°13'33" E
C102 50.00'51.26'58°44'35"49.05'N 19°28'47" W
C103 50.00'70.34'80°36'12"64.68'N 89°09'10" W
C104 25.00'21.03'48°11'23"20.41'S 74°38'25" W
C105 192.00'58.73'17°31'30"58.50'S 87°18'29" W
C107 150.00'75.95'29°00'35"75.14'S 41°37'27" E
C108 150.00'108.07'41°16'42"105.74'S 06°28'49" E
C109 310.00'40.19'7°25'43"40.16'N 22°41'44" E
C110 200.00'17.18'4°55'22"17.18'N 28°52'16" E
C111 200.00'17.18'4°55'22"17.18'N 28°52'16" E
C112 310.00'83.92'15°30'40"83.67'N 18°39'15" E
C113 160.00'100.13'35°51'17"98.50'N 80°48'28" E
C114 50.00'78.54'90°00'00"70.71'S 13°06'49" E
C115 300.31'269.73'51°27'41"260.75'S 06°16'37" W
C116 300.33'45.93'8°45'45"45.89'S 24°43'10" E
C117 302.00'12.15'2°18'17"12.15'S 29°29'23" E
C118 627.50'229.86'20°59'16"228.57'N 21°23'33" E
C119 500.00'281.22'32°13'32"277.53'N 84°47'09" E
C120 335.00'16.28'2°47'07"16.28'N 25°01'02" E
C121 335.00'19.08'3°15'47"19.08'S 21°59'35" W
C122 335.00'8.07'1°22'49"8.07'N 19°40'17" E
C123 790.00'8.59'0°37'24"8.59'N 11°12'32" E
C124 790.00'74.77'5°25'22"74.74'S 14°14'00" W
C125 790.00'72.92'5°17'20"72.90'S 19°35'20" W
C126 790.00'72.92'5°17'20"72.90'N 24°52'40" E
C127 790.00'60.17'4°21'50"60.16'N 29°42'15" E
C128 205.65'138.39'38°33'22"135.79'N 00°53'42" W
C129 205.65'57.83'16°06'44"57.64'N 26°26'21" E
C130 155.00'51.92'19°11'32"51.68'N 22°17'24" E
C131 155.00'55.73'20°36'01"55.43'N 02°23'38" E
C132 155.00'55.27'20°25'53"54.98'S 18°07'19" E
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7/20/22
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NEW HANOVER COUNTY
NORTH CAROLINA
FILED FOR REGISTRATION ON THE _____ DAY OF ______________
AT ______ (A.M./P.M.) AND DULY RECORDED IN MAP BOOK
_____, AT PAGE _____.
_________________________________________________
REGISTER OF DEEDS
REVIEW OFFICER CERTIFICATION
STATE OF NORTH CAROLINA
NEW HANOVER COUNTY
I, ___________________________, REVIEW OFFICER OF NEW HANOVER
COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR
RECORDING.
_______________________________________________
REVIEW OFFICER DATE
NOTES
1.AREAS CALCULATED BY COORDINATE METHOD.
2.HORIZONTAL DATUM (NAD 83 - 2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER SR GPS RECEIVER OPERATING IN
VRS MODE WITH REPEAT OBSERVATIONS.
3.THESE PARCELS ARE LOCATED WITHIN ZONE X - NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN ON FEMA FIRM MAP
NUMBER 3720313500K, BEARING A REVISION DATE OF AUGUST 28, 2018.
4.THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
5.ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
6.CORNERS ARE MARKED AS NOTED ON THE PLAT.
7.PROPERTY IS SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD.
8.NO HORIZONTAL CONTROL MONUMENTS WERE FOUND WITHIN 2,000 FEET OF THIS SURVEY.
9.INDIVIDUAL PARCEL INFORMATION SHOWN HEREON.
10.NO GAPS, GORES, OVERLAPS, OR CLOSURE ISSUES WERE OBSERVED DURING THE SURVEY. SUBJECT PARCELS ARE
CONTIGUOUS TO ONE ANOTHER AS SHOWN HEREON.
11.REFERENCES TO MAP BOOK 63, PAGE 155; DEED BOOK 5970, PAGES 783-787; DEED BOOK 5970, PAGES 788-793; DEED
BOOK 5970, PAGES 794-799 & DEED BOOK 5903, PAGES 767-770.
12.A 10' CFPUA UTILITY EASEMENT WILL BE PROVIDED ON EACH SIDE OF RIGHTS-OF-WAY AS SHOWN.
CERTIFICATE OF OWNERSHIP, DEDICATION AND JURISDICTION
I (WE) HEREBY CERTIFY THAT I AM (WE) ARE THE OWNER(S) OF THE PROPERTY SHOWN
AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF SUBDIVISION
WITH MY (OUR) OWN FREE CONSENT AND DEDICATE ALL STREETS, ALLEYS, WALKS,
PARKS, CONSERVATION SPACE AND AND OTHER AREAS TO PUBLIC OR PRIVATE USE AS
NOTED. ALL ROADS AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY
PURPOSES. FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS LOCATED WITHIN
THE SUBDIVISION JURISDICTION OF NEW HANOVER COUNTY.
___________________________________________
SIGNATURE OF OWNER(S)DATE
CERTIFICATE OF APPROVAL
NEW HANOVER COUNTY PLANNING & LAND USE DEPT.
FINAL PLAT APPROVED UNDER THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE.
___________________________________________
ADMINISTRATOR DATE
CERTIFICATE OF ACCURACY AND MAPPING
I, TIMOTHY G. CLINKSCALES, CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DESCRIPTIONS RECORDED AS SHOWN HEREON);
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION NOTED; THAT THE RATIO OF PRECISION
OR POSITIONAL ACCURACY IS 1:10,000 ; AND THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS
MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS _8TH_
DAY OF __AUGUST___ , A.D., 2023 .
___________________________________________
TIMOTHY G. CLINKSCALES, PLS LICENSE NO. L-4953
I, TIMOTHY G. CLINKSCALES, CERTIFY THAT THE SURVEY CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS
OF LAND.
___________________________________________
TIMOTHY G. CLINKSCALES, PLS LICENSE NO. L-4953
SITE DATA
OWNER WNDP #2 LLC
OVERALL SITE ACREAGE:29.20 AC. ±
PROPERTY PID:R07100-004-427-000
EXISTING ZONING: R-15
REFERENCES: DEED BOOK 5970, PAGE 794
DEED BOOK 5970, PAGE 788
DEED BOOK 5970, PAGE 783
DEED BOOK 6583, PAGE 2214
MAP BOOK 63, PAGE 155
MAP BOOK 71, PAGE 329
CAPE FEAR PUBLIC UTILITY AUTHORITY CERTIFICATE
I, __________________________ REVIEW OFFICER FOR THE CAPE FEAR
PUBLIC UTILITY AUTHORITY, NEW HANOVER COUNTY, NORTH
CAROLINA, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL AUTHORITY STANDARDS AND
REQUIREMENTS FOR THE PUBLIC UTILITIES AS SET FORTH BY
ORDINANCES. WITH THE RECORDATION OF THIS PLAT THE CAPE FEAR
PUBLIC UTILITY AUTHORITY ACCEPTS THE OWNER'S OFFER OF
DEDICATION FOR THE PUBLIC WATER AND/OR SEWER PURPOSES ALL
EASEMENTS, COMMON AREAS, AND/OR RIGHTS OF WAY SHOWN ON
THE PLAT AS DEDICATED FOR PUBLIC UTILITY PURPOSES. APPROVAL
OF THIS PLAT DOES NOT GUARANTEE THE AVAILABILITY OF WATER AND
SEWER SERVICES FROM THE CAPE FEAR PUBLIC UTILITY AUTHORITY.
______________________________________________REVIEW OFFICER
NAME DATE
TIMBERS AT WHISKEY BRANCH
PHASE 1
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY
SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS,
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO
CONTRACTING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER
A WRITTEN STATEMENT WHICH DISCLOSES THE EXISTENCE AND
LOCATION OF SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE
RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT
SHALL DISCLOSE THAT THE STREET(S) WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON THE
STATE HIGHWAY SYSTEM FOR MAINTENANCE.
___________________________________________
SIGNATURE OF OWNER(S)DATE
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY &
WATER/SEWER AVAILABILITY
NOT WITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT,
LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTH DEPARTMENT
APPROVAL FOR ON-SITE SEWAGE DISPOSAL SYSTEMS, NOR FOR
INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES SUCH APPROVAL
GUARANTEE THE AVAILABILITY OF WATER OR SEWER SERVICES FROM
CAPE FEAR PUBLIC UTILITY AUTHORITY.
PRIVATE ROADS CERTIFICATE
I, _____________________________________ HEREBY CERTIFY THAT ALL
PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT_TIMBERS AT
WHISKEY BRANCH_ HAVE BEEN DESIGNED, INSTALLED, INSPECTED
AND APPROVED IN ACCORDANCE WITH SECTION 52-4 OF THE OF THE
NEW HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL
APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL PLAT
APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE
THERE ARE NO GUARANTEES OR ASSURANCE OF ACCEPTANCE OF
SAID ROADS BY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
_____________________________________________AUGUST 8TH, 2023__
CERTIFIED PROFESSIONAL ENGINEER DATE
CERTIFICATE OF DISCLOSURE: PRIVATE ROADS
I (WE) THE DEVELOPERS OF THE TIMBERS AT WHISKEY BRANCH SUBDIVISION LOCATED IN THE
UNINCORPORATED AREA OF NEW HANOVER COUNTY UNDERSTAND THAT THE ROADS IN SAID SUBDIVISION ARE
DESIGNATED PRIVATE. I UNDERSTAND THAT OWNERSHIP AND MAINTENANCE OF THE ROADS WILL BE THE
RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME THAT THE DEVELOPER DESIGNATES THE RESPONSIBILITY
TO THE PROPERTY OWNER'S ASSOCIATION. RESPONSIBILITIES MUST BE ACCEPTED BY THE PROPERTY OWNER'S
ASSOCIATION AS SPECIFIED IN THE PROPERTY OWNER COVENANTS FOR SAID SUBDIVISION. THE PRIVATE
ROADS IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH SECTION 52-4 OF THE NEW
HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES THE
DESIGN, INSTALLATION, INSPECTION, AND APPROVAL BY A LICENSED ENGINEER (P.E.) RECOGNIZED IN THE STATE
OF NORTH CAROLINA PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL OR A
PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE SUBDIVISION IS BONDED THROUGH A SURETY,
PERFORMANCE BOND, OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL ROAD CONSTRUCTION
IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR LOTS WITHIN A SUBDIVISION THAT ROAD
MAINTENANCE SHALL RUN THROUGH THE PROPERTY OWNER'S ASSOCIATION IN PERPETUITY AFTER
ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME THAT THE ROADS ARE RE-PLATTED AS PUBLICLY
DESIGNATED ROADS AND TAKEN OVER FOR MAINTENANCE THROUGH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) OR APPROPRIATE GOVERNING AUTHORITY.
_____________________________________________________
SIGNATURE DATE
CERTIFICATE OF DISCLOSURE FOR NEW HANOVER COUNTY SEWER
COSTS
I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR
ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I (WE) SHALL PREPARE
AND SIGN, AND THE BUYER OF THE SUBJECT REAL ESTATE SHALL
RECEIVE AND SIGN, A STATEMENT WHICH FULLY AND ACCURATELY
DISCLOSES THAT THE BUYER WILL BE ASSESSED BY THE CAPE FEAR
PUBLIC UTILITY AUTHORITY FOR THE FULL COST OF PROVIDING SEWER
SERVICE TO THE SUBDIVISION AT THE TIME THAT DISTRICT SEWER
BECOMES AVAILABLE, IN ACCORDANCE WITH NEW HANOVER COUNTY
CODE.
_________________________________________________________
SIGNATURE OF OWNER(S)DATE
N.
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TRACT 2
MULTI-FAMILY
TRACT 4
STORMWATER POND PARCEL
PHASE 1 AREA
90 LOTS = 699,1926 S.F. ±, 16.05 AC. ±
RIGHT OF WAY = 260,721 S.F. ±, 5.99 AC. ±
OPEN SPACE = 311,976 S.F. ±, 7.16 AC. ±
TOTAL = 1,271,889 S.F. ±, 29.20 AC. ±
N
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R07100-004-425-000
DRY POND PARTNERS LLC
TRACT 1
COMMERCIAL
M.B. 71, PG. 392
R07100-004-426-000
DRY POND PARTNERS LLC
TRACT 2
MULTI-FAMILY
M.B. 71, PG. 392
R07100-004-428-000
DRY POND PARTNERS LLC
TRACT 4
STORMWATER POND PARCEL
M.B. 71, PG. 392
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20 FOX RUN FARM
SEC.3
MB 32 PG 366
FOX RUN FARM SEC.2B
MB 32 PG 102
FOX RUN FARM SEC.1
MB 30 PG 58FOX RUN FARM SEC.1
MB 30 PG 58
15' DRAINAGE EASEMENT & BUFFER15' DRAINAGE EASEMENT & BUFFER
10' UTILITY EASEMENT (TYP.)
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E: 2336021.25
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73
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77
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84
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86
87
88
89
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47
48
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24
25
26
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28
29
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41
42
43
44
45
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IPF
IPF
IPF
IPF
IPF
5,866 S.F. ±
0.13 AC. ±
5,295 S.F. ±
0.12 AC. ±
5,295 S.F. ±
0.12 AC. ±
5,295 S.F. ±
0.12 AC. ±
5,251 S.F. ±
0.12 AC. ±
5,205 S.F. ±
0.12 AC. ±
5,439 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,447 S.F. ±
0.13 AC. ±
6,160 S.F. ±
0.14 AC. ±
7,029 S.F. ±
0.16 AC. ±
6,964 S.F. ±
0.16 AC. ±
6,052 S.F. ±
0.14 AC. ±
6,634 S.F. ±
OPEN SPACE
8,830 S.F. ±
0.20 AC. ±
7,971 S.F. ±
0.18 AC. ±
7,971 S.F. ±
0.18 AC. ±
7,971 S.F. ±
0.18 AC. ±
7,307 S.F. ±
0.17 AC. ±
10,430 S.F. ±
0.24 AC. ±
8,700 S.F. ±
0.20 AC. ±
9,146 S.F. ±
0.21 AC. ±
9,305 S.F. ±
0.21 AC. ±
9,305 S.F
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9,434
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9,980 S.F. ±
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8,908 S.F. ±
0.20 AC. ±
10,674 S.F. ±
0.25 AC. ±11,701 S.F. ±
0.27 AC. ±
9,989 S.F. ±
0.23 AC. ±
10,891 S.F. ±
0.25 AC. ±
13,755
S
.
F
.
±
0.32 AC
.
±
OPEN SPACE
23,645 S.F. ±
0.54 AC. ±
OPEN SPACE
15,736 S.F. ±
0.36 AC. ±
9,184 S.F. ±
0.21 AC. ±
9,276
S
.
F
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±
0.21 A
C
.
±
9,396 S.F. ±
0.22 AC. ±
8,364 S.F. ±
0.19 AC. ±
10,119 S.F. ±
0.23 AC. ±
11,864 S.F. ±
0.27 AC. ±
14,495 S.F. ±
0.33 AC. ±
9,758 S.F. ±
0.22 AC. ±
9,758 S.F. ±
0.22 AC. ±
9,769 S.F. ±
0.22 AC. ±
2,
8
0
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9,100 S.F. ±
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9,100 S.F. ±
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9,100 S.F. ±
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9,100 S.F. ±
0.21 AC. ±
9,100 S.F. ±
0.21 AC. ±
9,100 S.F. ±
0.21 AC. ±
9,100 S.F. ±
0.21 AC. ±
9,093 S.F. ±
0.21 AC. ±
OPEN SPACE
45,099 S.F. ±
1.04 AC. ±
OP
E
N
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P
A
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1
S 58°06'49" E 1429.09' (T)
S
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N 79°1
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N 63°35'28" W
70.45'L36
L45
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S 63°35'25" E
105.15'
N 63°35'25" W
105.15'
S 63°35'25" E
105.15'
N 63°35'25" W
105.15'
S 63°35'25" E
102.44'
L53
S 80°2
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100.06'
S 80°2
2
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S 63°35'28" E 103.27'
N 63°35'25" W 102.88'
N 63°35'25" W 102.88'
N 63°35'25" W 102.88'
S 63°35'25" E 104.08'
65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'L72 69.78'69.70'69.70'L73667.15'
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N 6
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132
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S 73°30
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122.96'
S 58°06'49" E 120.00'
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L7
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N 77°1
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N 58°06'49" W
145.00'
N 62°28'40" W
140.00'
S 67°46'00"
E
140.00'
N 73°03
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140.00'
S 79°0
6
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140.01
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S 79°0
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140.00
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S 79°0
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140.00
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N 73°11'
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140.00'
N 65°28'39" W
140.00'
S 58°06'49" E
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S 58°06'49" E
140.00'S 58°06'49" E
140.00'
N 59°55'59" W
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N 71°13'0
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115.00'
N 58°06'49" W 230.00 (T)
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S 58°06'49" E 750.04 (T)
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SHEET 2 OF 3
20511.PE
PH
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EASEMENT LINE
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
COMPUTED POINT
BOUNDARY LINE
ADJOINER PROPERTY LINE
IPF
IRF
CMF CONCRETE MONUMENT FOUND
7/20/22
RIGHT-OF-WAY
SCALE 1"=60'
0 60 120 180
TRACT 1
COMMERCIAL
499,674 S.F. ±
11.471 AC. ±
TRACT 4
STORMWATER POND PARCEL
334,485 S.F. ±
7.679 AC. ±
30' EA
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S 74°45
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88.48' (
T
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)
139140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
302
306
308
310
312
316
318
L320
322
324
326
TANGLEWOOD SEC.4
MB 7 PG 66
W
H
I
S
K
E
Y
P
H
A
S
E
1
S
E
C
4
M
B
6
7
P
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3
1
COMMON
A
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A
MB 67 PG
3
1
73R
72R
WHI
S
K
E
Y
B
R
A
N
C
H
D
R
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V
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DRAIN
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G
E
EASEM
E
N
T
WIDTH
V
A
R
I
E
S
9
7
.
8
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9
5
.
2
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10' UTILITY
EASEMENT (TYP.)
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P
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.
50' PR
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&
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A
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M
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N
T
10' UTILITY EASEMENT
(TYP.)
ELECT
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I
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A
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.
50' PR
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V
A
T
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W
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V
A
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R
/
W
&
PUBLIC
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L
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T
Y
E
A
S
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N
T
CMS
N: 150510.79
E: 2336021.25
CMS
N: 15
0
5
6
5
.
5
3
E: 23
3
5
6
5
4
.
3
5
89
90
47
48
49
50
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
38
37
39
40
41
42
43
44
45
46
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
TO SU
P
E
R
C
E
D
E
M.B.71
P
G
.
3
9
2
7,096 S.F. ±
0.16 AC. ±
7,442 S.F. ±
0.17 AC. ±
5,757 S.F. ±
0.13 AC. ±
5,880 S.F. ±
0.13 AC. ±
5,525 S.F. ±
0.13 AC. ±
5,573 S.F. ±
0.13 AC. ±
5,621 S.F. ±
0.13 AC. ±
5,669 S.F. ±
0.13 AC. ±
5,717 S.F. ±
0.13 AC. ±
5,766 S.F. ±
0.13 AC. ±
6,161 S.F. ±
0.14 AC. ±
5,754 S.F. ±
0.13 AC. ±
5,891 S.F. ±
0.14 AC. ±
6,720 S.F. ±
0.15 AC. ±
7,027 S.F. ±
0.16 AC. ±
5,673 S.F. ±
0.13 AC. ±
5,752 S.F. ±
0.13 AC. ±
5,866 S.F. ±
0.13 AC. ±
5,295 S.F. ±
0.12 AC. ±
5,295 S.F. ±
0.12 AC. ±
5,295 S.F. ±
0.12 AC. ±
5,251 S.F. ±
0.12 AC. ±
5,205 S.F. ±
0.12 AC. ±
6,571 S.F. ±
0.15 AC. ±
5,979 S.F. ±
0.14 AC. ±
6,543 S.F. ±
0.15 AC. ±
7,131 S.F. ±
0.16 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
7,400 S.F. ±
0.17 AC. ±
5,439 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,437 S.F. ±
0.12 AC. ±
5,447 S.F. ±
0.13 AC. ±
6,160 S.F. ±
0.14 AC. ±
7,029 S.F. ±
0.16 AC. ±
6,964 S.F. ±
0.16 AC. ±
6,052 S.F. ±
0.14 AC. ±
6,634 S.F. ±
0.15 AC. ±6,177 S.F. ±
0.14 AC. ±
6,367 S.F. ±
0.15 AC. ±
6,604 S.F. ±
0.15 AC. ±
8,400
S
.
F
.
±
0.19 A
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±
8,400
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±
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±
9,666
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±
11,194
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±
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±
9,758
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F
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±
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C
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±
S 80
°
2
0
'
3
8
"
W
188
.
8
4
'
(
T
)
N 79°0
6
'
0
5
"
W
64.95'
L3
N 79°1
3
'
1
9
"
W
171.77
'
S
2
4
°
1
7
'
1
1
"
W
4
2
2
.
6
8
'
S
1
4
°
5
3
'
4
5
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E
1
4
6
.
3
5
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2
9
°
4
4
'
1
5
"
W
75
.
0
9
'
N 74°45
'
2
4
"
W
876.17'
N
0
4
°
0
0
'
4
7
"
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3
0
6
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3
6
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(
T
)
C5
L4
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N
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3
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5
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2
7
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8
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9
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0
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6
4
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0
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3
6
(
T
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L
1
0
64.78'
S 42°
5
4
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4
3
"
E
8
8
.
1
6
(
T
)
L11 L12
74.40'
L13
L14
L15
L16
L17
L18
L19
L20
83.62'
L21
L2
2
L2
3
L
2
4
L
2
5
L
2
6
L
2
7
L
2
8
L
2
9
L
3
0
L
3
1
L
3
2
L
3
3
L
3
4
L
3
5
N 63°35'28" W
70.45'L36
S 86
°
5
8
'
5
8
"
W
105.
0
9
'
S 75°50
'
2
8
"
E
106.43
'
N 56°06'11" W
101.29'
L37
S 85
°
2
9
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0
"
W
74.2
0
'
N
4
7
°
0
5
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1
7
"
E
10
4
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3
5
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8
L
3
9
N
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4
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0
9
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2
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0
9
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2
3
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4
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9
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3
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5
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1
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3
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0
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6
7
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0
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N
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9
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2
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1
4
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9
8
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S
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3
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6
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1
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4
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4
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4
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3
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6
1
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8
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0
4
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3
3
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E
11
1
.
9
3
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S 59°58'13" E
60.09'L43 L44
S 77°5
2
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0
3
"
E
109.01
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L45
L46
S 63°35'25" E
105.15'
N 63°35'25" W
105.15'
S 63°35'25" E
105.15'
N 63°35'25" W
105.15'
S 63°35'25" E
102.44'
70.63'
S 75°50
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2
8
"
E
4
6
5
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1
9
(
T
)
77.44'
N
1
4
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0
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3
2
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0
2
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8
7
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4
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2
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8
7
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8
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2
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8
7
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4
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2
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1
0
2
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8
7
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N
1
4
°
0
9
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3
2
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E
1
0
2
.
8
7
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N
1
4
°
0
9
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3
2
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E
1
0
2
.
8
7
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L53
S 80°2
2
'
1
8
"
E
87.37
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L
5
4
L
5
5
L5
6
L5
7
L5
8
L59
L60
L61
L62
L63
L64
S
0
3
°
1
7
'
2
0
"
W
1
2
0
.
2
4
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N
0
5
°
5
8
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5
4
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E
9
5
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8
8
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L
6
5
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0
8
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4
4
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0
7
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1
1
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0
6
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4
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0
2
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7
8
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5
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6
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3
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1
6
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1
1
0
.
8
8
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S 45°2
6
'
2
5
"
E
100.06'
S 80°2
2
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1
4
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E
110.8
8
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L
6
8
L
6
9
L
7
0
L
7
1
S 63°35'28" E 103.27'
N 63°35'25" W 102.88'
N 63°35'25" W 102.88'
N 63°35'25" W 102.88'
S 63°35'25" E 104.08'
S 79°0
6
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5
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140.00
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S 79°0
6
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5
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140.00
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S 79°0
6
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2
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6
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1
8
(
T
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6
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6
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2
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MATCH
L
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9
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7
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0
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2
C23
C24
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1
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8
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2
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1
5
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W
11
4
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6
7
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8
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1
1
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6
0
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0
0
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1
1
5
L
1
1
6
C4
9
N 79°0
6
'
0
5
"
W
115.00
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L
1
1
7
N
2
8
°
2
0
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1
5
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W
10
6
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4
0
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L1
1
8
C5
0
L1
1
9
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L12
0
C52
C53
C5
4
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5
5
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1
2
1
L
1
2
2
C5
6
L1
2
3
L1
2
4
C
5
7
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1
2
5
L
1
2
6
L
1
2
7
L
1
2
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1
2
9
C
5
8
L
1
3
0
L
1
3
1
C
5
9
C
6
0
C6
1
C62
C63C64
C65
L132
60.19'
L133
L134
L135
L136
L137
L138
L139C66
C67
C68
C
6
9
C
7
0
C7
1
C7
2
L
1
4
0
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1
4
1
C
7
3
C
7
4
C75
C76
C77
C7
8
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9
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4
2
C81
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8
2
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1
4
3
C
8
3
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S 79°0
6
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3
4
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418.24
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5
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8
6
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1
4
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6
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8
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1
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8
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2
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2
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L152
L153
L154
L155
L156
L157
L158
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4
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0
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8
2
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9
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9
3
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6
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C96
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L162
L163
C97
C98 C99
C1
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0
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1
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1
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1
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4
N 81°1
5
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5
3
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W
69.82
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L164
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4
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1
3
4
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8
3
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S 75°50
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2
8
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E
504.39
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N
1
8
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5
8
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1
1
8
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1
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1
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9
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1
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1
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4
6
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1
1
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L
1
6
9
C
1
1
2
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1
7
0
L1
7
1
C11
3
S 81°
1
5
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5
3
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E
142.5
3
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L1
7
2
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4
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6
7
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1
7
N
1
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3
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2
6
6
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4
1
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162.50
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S 79°0
6
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0
5
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5
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(
T
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L173
C11
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N 6
8
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4
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N 74°45
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T
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10' UTI
L
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T
Y
E
A
S
E
M
E
N
T
(TYP.)
52.85'
52.85'
52.85'
52.85'
52.85'
52.85'
N 65°13'31" W
70.46'
C
1
2
0
C
1
2
1
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1
2
3
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0
6
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6
3
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4
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(
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)
OPEN SPACE
107,831 S.F. ±
2.48 AC. ±
N 79°0
6
'
0
5
"
W
3
0
9
.
1
2
'
R07100-004-425-000
DRY POND PARTNERS LLC
TRACT 1
COMMERCIAL
M.B. 71, PG. 392
OPEN SPACE
108,035 S.F. ±
2.48 AC. ±
M.B. 7
1
,
PG. 39
2
M.B. 71,
PG. 392
DRAINAGE
EASEMENT
WIDTH VARIES
DRAIN
A
G
E
EASEM
E
N
T
WIDTH
V
A
R
I
E
S
N
A
D
8
3
(
2
0
1
1
)
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
S
RE
V
I
S
I
O
N
S
:
DR
A
W
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EASEMENT LINE
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
COMPUTED POINT
BOUNDARY LINE
ADJOINER PROPERTY LINE
IPF
IRF
CMF CONCRETE MONUMENT FOUND
7/20/22
RIGHT-OF-WAY
NOTES
1.AREAS CALCULATED BY COORDINATE METHOD.
2.HORIZONTAL DATUM (NAD 83 - 2011) WAS ESTABLISHED UTILIZING A TOPCON HIPER SR GPS RECEIVER OPERATING IN
VRS MODE WITH REPEAT OBSERVATIONS.
3.THESE PARCELS ARE LOCATED WITHIN ZONE X - NOT A SPECIAL FLOOD HAZARD AREA - AS SHOWN ON FEMA FIRM MAP
NUMBER 3720313500K, BEARING A REVISION DATE OF AUGUST 28, 2018.
4.THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR COVENANTS OF RECORD.
5.ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
6.CORNERS ARE MARKED AS NOTED ON THE PLAT.
7.PROPERTY IS SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD.
8.NO HORIZONTAL CONTROL MONUMENTS WERE FOUND WITHIN 2,000 FEET OF THIS SURVEY.
9.INDIVIDUAL PARCEL INFORMATION SHOWN HEREON.
10.NO GAPS, GORES, OVERLAPS, OR CLOSURE ISSUES WERE OBSERVED DURING THE SURVEY. SUBJECT PARCELS ARE
CONTIGUOUS TO ONE ANOTHER AS SHOWN HEREON.
11.REFERENCES TO MAP BOOK 63, PAGE 155; DEED BOOK 5970, PAGES 783-787; DEED BOOK 5970, PAGES 788-793; DEED
BOOK 5970, PAGES 794-799 & DEED BOOK 5903, PAGES 767-770.
12.A 10' CFPUA UTILITY EASEMENT WILL BE PROVIDED ON EACH SIDE OF RIGHTS-OF-WAY AS SHOWN.
*RIGHT OF WAY OF CONDOR RUN SHOWN HEREON SUPERCEDS MAP BOOK 71, PAGE 392.*