HomeMy WebLinkAboutPreservation Point - Approved Preliminary Plan - Performance 10.9.20192-1
2-2
2-3
2-4
2-5
2-6
2-8
2-9
2-102-112-12
2-13
2-14
2-15
2-16
2-17
2-18
2-19
2-202-21
2-222-24
2-25
2-26
2-27
2-28
2-29
2-30
2-31
2-32
2-33
2-34
2-35
2-36
2-37
2-38
2-39
2-40
2-41
2-42
2-43
2-44
2-45
2-46
2-47
2-48
2-49
2-50
2-51
2-52
2-53
2-54
2-56
2-57 2-58
2-59
2-60
2-61
2-622-63
2-64
2-65
2-66
2-67
2-68
2-69
2-70
2-71
2-72
2-73
2-74
2-75
2-76
2-77
2-78
2-79
2-55
2-23
2-7
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
1-10
1-11
1-12
1-13
1-14
1-15
1-16
1-17
1-18
1-19
1-20
1-21 1-22
1-23
1-24
1-25
1-26
1-28
1-29
1-30
1-31
1-32
3-1
3-2
3-3
3-4
3-53-6
3-7
3-8
3-9
3-10
3-11
3-12
4-(1-3)
4-(4-6)
4-(7-9)
4-(10-12)
4-(13-15)
4-(16-18)
4-(19-21)
4-(22-24)
4-(25-27)
1-27NORTHEAST CAPE FEAR RIVERHANAPERHANAPER CREEK(±)
NH
W
L
NHW
L
NH
W
L
NHW
L
NHW
L
N
H
W
L
N
H
W
L
NHWL
NHWL
NHWLNHWLNHWLNHWLNHWLNHWL
NHWL
NHWLNHWLNHWLNHWLNHWLNHWLNHWL
NHWLNHWLNHWLNLWL
NLWL
NLWL
NL
W
L
NLW
L
NLWL
NLWLNLWLNLWL
NLWLNLWLNL
W
L
NLWLNLWLNLWLNLWLNLWLNLWLNL
W
L
NLWLNLWLNLWL
NLWLNLWLNLWL
NLWLNLWLNL
WL
NLWLNLWLNLWLNLWLNLWLNH17
NH6
NH6
NH6
NH7
NH4
NH5
NH3
NH2
NH1
LLLLLL
L
L
L
L
LLLLL
L
L
L
L
L
L
L
L
L LLL
L
L
L
LINE TABLE
LINE LENGTH DIRECTION
LINE LENGTH DIRECTIONLINELENGTHDIRECTION
LINE LENGTH DIRECTION LINE LENGTH DIRECTION LINE LENGTH DIRECTION
LINE LENGTH DIRECTION LINE LENGTH DIRECTION LINE LENGTH DIRECTION
LINE LENGTH DIRECTION SMITH CREEK
8'
G
R
GR
21' SOIL16'
G
R
FLA
G
P
O
L
E
14' G
R
SOV
E
R
H
E
A
D
H
I
GH
T
E
N
S
I
O
N
P
O
W
E
R
L
I
N
E DB 59
7
2
P
G
2
8
6
2
DB 50
0
7 PG
183
1
DB 3
9
3
6 PG
0
718
DB 4964
PG 2
6
29 DB 1996 PG
1
0
3
2
DB 586
1 PG
0
608
DB 2
7
7
5
P
G
1
1
0
EIP
EIP
EIP
EIP DB 58
18
PG 138
2
EIP DB 5861 PG 0608DB 5007
PG 18
31
DB 5
3
7
3
PG 0
6
6
3
EXISTI
N
G
R
/
W
EXISTI
N
G
R
/
W
EIP
EXISTI
N
G
R
/W
VA
RI
ES
PB 1
73 P
G
51
4
PB 173 PG 514DB 58
18
PG 13
8
2
EXISTIN
G
R
/
W
EXIS
TIN
G R
/WEXIST
IN
G
R/
W
CB
INV
=
-0
.33
'INV=
-
0.
16'INV=
-
0.
2
1'
INV=
-0.
4
3'INV=-
0.
3
9'
INV
=
-0.
41'3X 36"
C
M
P JB10' UTILITY EASEMENT PB 40 PG 32530"
R
C
P14' CO
N
C
HW
17
16 18
7 EOI
UTILITY
MARKE
R
S
EOI
EOI
EOI
EOI
EOI
EOI
EOI EOI
EOI
EOI
EOI EOI
811 Des
i
g
n
a
t
io
n 811 De
s
i
gnat
i
o
n
811 D
e
s
ig
n
ati
o
n
811 D
e
sig
n
ati
o
n
811
D
e
s
i
g
n
a
t
i
o
n
SEGRA
F
O
MARKE
R
SEGR
A
FO
MARK
ER
AT&T
F
O
MARKE
R
AT&T
F
O
MARKE
R
AT&T
F
O
MARK
E
R AT&T F
O
MARK
E
R
AT&T
F
O
MARKE
R
AT&T
FO
MARKE
R
AT&T
FO
MARKE
R
AT&T
F
O
MARKE
R
GAS
TESTSTA.
AT&T
F
O
MARKE
R
AT&T
FO
MARKE
RAT&T
F
O
MARK
ER GASTEST
STA.
AT&T
F
O
MARK
E
R
RPZ
RPZ
RPZ
RPZ
SHH
HH
HH
HH
HH
TT
HH
HHHH
HH
HH
T T
T
T
T EOI
UTILITY
MARKE
R
S
EOI
EOI
EOI
EOI
EOI
EOI
EOI EOI
EOI
EOI
EOI EOI
811 Des
i
g
n
a
t
io
n 811 De
s
i
gnat
i
o
n
811 D
e
s
ig
n
ati
o
n
811 D
e
sig
n
ati
o
n
811
D
e
s
i
g
n
a
t
i
o
n
SEGRA
F
O
MARKE
R
SEGR
A
FO
MARK
ER
AT&T
F
O
MARKE
R
AT&T
F
O
MARKE
R
AT&T
F
O
MARK
E
R AT&T F
O
MARK
E
R
AT&T
F
O
MARKE
R
AT&T
FO
MARKE
R
AT&T
FO
MARKE
R
AT&T
F
O
MARKE
R
GAS
TESTSTA.
AT&T
F
O
MARKE
R
AT&T
FO
MARKE
RAT&T
F
O
MARK
ER GASTEST
STA.
AT&T
F
O
MARK
E
R
RPZ
RPZ
RPZ
RPZ
SHH
HH
HH
HH
HH
TT
HH
HHHH
HH
HH
T T
T
T
T
S
4
8
°
4
0
'
4
1
"
E
265
.
4
3
'
8'
G
R
GR
21' SOIL16'
G
R
FLA
G
P
O
L
E
14' G
R
SOV
E
R
H
E
A
D
H
I
GH
T
E
N
S
I
O
N
P
O
W
E
R
L
I
N
E DB 59
7
2
P
G
2
8
6
2
DB 50
0
7 PG
183
1
DB 3
9
3
6 PG
0
718
DB 4964
PG 2
6
29 DB 1996 PG
1
0
3
2
DB 586
1 PG
0
608
DB 2
7
7
5
P
G
1
1
0
EIP
EIP
EIP
EIP DB 58
18
PG 138
2
EIP DB 5861 PG 0608DB 5007
PG 18
31
DB 5
3
7
3
PG 0
6
6
3
EXISTI
N
G
R
/
W
EXISTI
N
G
R
/
W
EIP
EXISTI
N
G
R
/W
VA
RI
ES
PB 1
73 P
G
51
4
PB 173 PG 514DB 58
18
PG 13
8
2
EXISTIN
G
R
/
W
EXIS
TIN
G R
/WEXIST
IN
G
R/
W
CB
INV
=
-0
.33
'INV=
-
0.
16'INV=
-
0.
2
1'
INV=
-0.
4
3'INV=-
0.
3
9'
INV
=
-0.
41'3X 36"
C
M
P JB10' UTILITY EASEMENT PB 40 PG 32530"
R
C
P14' CO
N
C
HW
12
11
109 87
6
4 36 54
235 52
3
3
4 57
8
9
10
11
12
13
14
1415
16
17 18
17
17
16
15
16
19
18
19
20
20
21
11
6
8
7
6
8
9
10
10
10
10
11
13
14
17
18
HH
HH
AT&T FOMARKER
AT&
T FOMARKER
LOS C
Per Record
LOS CPer RecordLOS CPer Record11' CONC HW4' CONC WW17' CONC HW5' CONC WWGRASSGRASSGRASSINV=10.10'INV=10.10'TOP=17.88'-EY1- S 01° 21' 57.2" WU5863-2GATE
DB 2722 PG 0217REBAR
R&C
S 89°19'31" E
126.41'
EIP DB 5861 PG 0608DB 5861 PG 0608DB 5861 PG 0608PB 173 PG 514PB 173 PG 514PB 173 PG 514EXISTING R/WEXIS
TIN
G R
/WCBCBCB17' CONC HW5' CONC WWINV=4.97'INV=4.64'42" RCP
INV=1
5
.0
1'INV=1
5.
2
0'TOP=16.6
4'
626415.01
626515.20
628510.60
6286-6976.96
62875.08
62884.97
62894.64
65926593659465956596
66007.19660116.64
66478.89
626415.01
626515.20
628510.60
6286-6976.96
62875.08
63355.13 659211.94659311.95659411.99659511.99659611.9765978.64
66007.19660116.64
66478.89
PIPE DIRECTION ONLY.PIPE IS NOT IN USE.10' UTILITY EASEMENT PB 40 PG 32550278
50300
MONA BLACK ENTERPRISES LLC
PID R04100-001-029-000
0.35 ACRES ZONE:I-2
FISHER HOLDINGS LLC
PID: R04100-001-030-000
Acres: 0.97
Zoning: I-2
1611 CASTLE HAYNE RD LLC
PID: R04100-001-017-000
Acres: 4.06
Zoning: I-2
W K HOBBS INVESTMENTS LLC
PID: R04100-001-031-000
Acres: 0.58
Zoning: I-2
TEACHEY EDWIN T JR ETAL
PID: R04110-006-010-000
Acres: 1.93
Zoning: R-15
HERSEY CAROLYN SUE
PID: R04110-006-013-002
Acres: 2.37
Zoning: R-15
SPIVEY JOYCE A
PID: R04110-006-016-000
Acres: 0.20
Zoning: R-15
SPIVEY JOYCE A
PID: R04110-006-013-001
Acres: 0.29Zoning: R-15
STRICKLAND JAMES JR VIRGINIA
PID: R04100-001-002-002
Acres: 2.43
Zoning: R-15
WALKER PALMETTO LLC
PID: R04100-001-002-001
Acres: 7.55
Zoning: R-15
HOUGH HENRY DPID: R04100-001-001-000Acres: 67.06Zoning: I-2
TEACHEY EDWIN T JR ETALPID: R04110-006-010-000Acres: 1.93Zoning: R-15
IKAROS INCPID: R04100-001-009-000Acres: 10.30Zoning: I-2
BLAKE LOUISE A LIVING TRUST
PID: R04100-001-012-000
Acres: 3.33
Zoning: I-2
CORBETT PACKAGE COMPANY
PID: R04100-001-149-000
Acres: 5.06Zoning: I-2
E W GODWIN'S SONSPID: R04100-001-008-000Acres: 16.81Zoning: I-2
GODWIN E W SONS INC
PID: R04100-001-004-000
Acres: 31.35
Zoning: I-2
BENTON & SONS 1417 CHR PROPERTIES
PID: R04100-001-011-000
Acres: 6.44
Zoning: I-2
WALKER NELL C
PID: R04100-001-027-000
Acres: 6.73
Zoning: R-15
FLOOD
Z
O
N
E
A
EFLOOD ZONE AE
FLO
O
D
Z
O
N
E
A
E
150.0'
150.0'
(typ.)
AE FLOOD LIN
E
AE FLOOD LIN
E
WETLAND
BORD
ER
WETLAND BORDER
WETLAND BORDER
B
R
E
N
T
W
O
O
D
D
R
I
V
E
6
0
'
R
/
WPALMETTO ROADGLE
N
D
A
L
E
D
R
I
V
E
HERO
N'
S
VI
E
W
D
R
I
V
E
5
0'
R/
WOSPREY COVE COURTRIVERVI
E
W T
E
RRA
CE 50'
R/
W
TI
D
A
L
L
A
N
E
5
0
'
R
/WWAY HO
L
L
Y
B
E
RR
Y
C
O
UR
T
5
0
'
R
/WRIVERVIEW TERRACE 50' R/WPR
E
S
E
R
V
A
T
I
O
N
P
O
I
N
T
A
V
E
N
U
E
5
0
'
R
/
W
5
0
'
R
/
W
C
R
O
S
S
I
NG
EG
R
E
T
50
'
R
/W
SPIVEY JOYCE A
PID: R04110-006-013-004
Acres: 0.45
Zoning: R-15
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MHMH
MH
MH
MH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
70
'
D
U
K
E
E
N
E
R
G
Y
E
A
S
E
M
E
N
T
CAST
L
E
H
A
Y
N
E
R
D
1
0
0
'
R
/
W
DI
V
I
S
I
O
N
D
R
.CASTLE HAYNE RD20' DRAINAGE COR
RI
D
OR
DRAIN
A
G
E
C
O
R
R
I
D
O
R DRAI
N
A
G
E
C
O
R
RI
D
O
R
70
'
D
U
K
E
E
N
E
R
G
Y
E
A
S
E
M
E
N
T
20' DRAINA
G
E
C
O
R
R
I
D
O
R
40' UTIILI
T
Y
EASEME
N
T20' DRAI
NA
G
E
C
O
R
RI
D
O
R 70' DUKE ENERGY EASEMENT40
'
U
T
I
I
L
I
T
Y
20'
D
R
A
I
N
A
G
E
C
O
R
R
I
D
O
R
20' DR
A
I
N
A
G
E
C
O
R
R
I
D
O
R
20' DRA
INAGE CORR
IDOR
20' DRAINAGE CORRIDORSW PONDEASEMENTHERO
N'
S
VI
E
W
D
RI
V
E
50' R/W
200 0 200 400
NORTH
SCALE 1:200
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET MASTER PLAN"PRESERVATION POINT"New Hanover County, NC-
1" = 200'
989-01
JFB
JFB
JFB
MP-01
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
AMENITY ISLAND
ACTIVE OPEN SPACE
7.45 ACRES (UPLAND)
COMMUNITY
BOATING FACILITY
APPROVED
SMITH CREEKPRESERVATION POINT
FORMERLY APPROVED SUBDIV. "RIVER BREEZE"
FUTURE
AMENITY
AREA
27 UNIT MULTIFAMILY AREA
COMMERCIAL AREA
APPROVED REZONING TO B-2
SITE DATA
COASTAL WETLANDS
WETLANDS
ACTIVE OPEN SPACE:8.65 Acres
PASSIVE OPEN SPACE:3.69 Acres
PRESERVATION POINT
ADDITIONAL RESIDENTIAL LOTS
APPROVED REZONING TO R-15
MAIL KIOSK
B
R
E
N
TW
O
O
D
D
R
GLE
N
D
A
L
E
D
R
VICTORIA
D
R
GORDON
R
D
FOREST LN
CAS
T
L
E
H
A
Y
NE
R
D N 23RD STPALMETTO RDCASTLE HAYNE RD/133/117/ 133
/ 11
7
DIVISION DR
DIVISION DRUNNAMEDCOUNTRY HOME RDN
A
S
H
V
I
L
L
E
E
A
S
T
NORTHEAST CAPE FEAR RIVERSMITH CRK
B
R
E
N
TW
O
O
D
D
R
GLE
N
D
A
L
E
D
R
VICTORIA
D
R
GORDON
R
D
FOREST LN
CAS
T
L
E
H
A
Y
NE
R
D N 23RD STPALMETTO RDCASTLE HAYNE RD/133/117/ 133
/ 11
7
DIVISION DR
DIVISION DRUNNAMEDCOUNTRY HOME RDN
A
S
H
V
I
L
L
E
E
A
S
T
NORTHEAST CAPE FEAR RIVERSMITH CRKSITE
VICINITY MAP
PROPERTY BOUNDARY
CITY OF WILMINGTON
MUNICIPAL LIMITS
CITY OF WILM.
CORP LIMITS
PRES. POINT
PARCEL BOUNDARY
APPROVED B-2
RE-ZONING
APPROVED R-15
RE-ZONING
AE FLOOD ZONE
AE FLOOD ZONE
PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 205.85 AC
ZONING: R-15, CUD (R-15), & B-2
PARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
DEVELOPER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
PARCEL AREA:R-15 = 198.65 AC.
B-2 = 7.20 AC.
TOTAL= 205.85 AC.
DENSITY CALCULATIONS (R-15 ONLY):
R-15 ACREAGE 198.65 AC
CONSERVATION SPACE - 135.75 AC
NET TRACT ACREAGE 62.90 AC
R-15 MAX DENSITY @ 2.5 UNITS/ACRE: 157 UNITS
PROPOSED # OF LOTS: 150 TOTAL
123 SINGLE FAMILY UNITS
27 MULTI-FAMILY UNITS
PROPOSED # OF BEDROOMS: 450 BR
AVERAGE LOT SIZE = 0.32 ACRES (14,011 SF)
RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 150 X .03...............4.5 AC
PROPOSED OPEN SPACE...................................... 12.34 AC
REQUIRED 50% ACTIVE OPEN SPACE................... 2.25 AC
PROPOSED ACTIVE OPEN SPACE......................... 8.65 AC
REC. ISLAND:.................7.45 AC.
AMENITY AREA:..............1.20 AC.
PROPOSED PASSIVE OPEN SPACE 3.69 AC.
SUBDIVISION STREETS
ALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER CO REQUIREMENT
UTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)
STORMWATER POND
FOR TREATMENT OF
COMMERCIAL & ENTRY
AREA
COD LINE
(REAR LOT SETBACK)
COASTAL WETLAND LINE
Developer:
Preservation Point
Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
PLAN PREPARATION
DATE: 5/20/2019 TRC RESPONSES9/20/191JFBTRC RESPONSES10/9/192JFB
2-1
2-2
2-3
2-4
2-5
2-6
2-8
2-9
2-102-112-12
2-13
2-14
2-15
2-16
2-17
2-18
2-19
2-202-21
2-222-24
2-25
2-26
2-27
2-28
2-29
2-30
2-31
2-32
2-33
2-34
2-35
2-36
2-37
2-38
2-39
2-40
2-41
2-42
2-43
2-44
2-45
2-46
2-47
2-48
2-49
2-50
2-51
2-52
2-53
2-54
2-56
2-57 2-58
2-59
2-60
2-61
2-622-63
2-64
2-65
2-66
2-67
2-68
2-69
2-70
2-71
2-72
2-73
2-74
2-75
2-76
2-77
2-78
2-79
2-55
2-23
2-7
1-11
1-12
1-13
1-14
1-15
1-16
1-17
1-18
1-19
1-20
1-21 1-22
1-23
3-1
3-2
3-3
3-4
3-53-6
3-7
3-8
3-9
3-10
3-11
3-12
4-(1-3)
4-(4-6)
4-(7-9)
4-(10-12)
4-(13-15)
4-(16-18)
4-(19-21)
4-(22-24)
4-(25-27)LLL
LLL
L
L
L
L
LLL
L
L
SSSSSSSS
SS
SS
S
SSSSSSSSSSSSSSSSS SSSSSSSSS
S
SS
SS
SSSS
SSSSSSSS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSS
SS
S
S
SSSS
S
S
SS
SSSS
SSSSSS
SS
SS
SS
SS
S
S
S
S
S
S
SSSSSSSS
SS
SS
SS
SS
SS
SSSSSSSSSS SSSSSSSSSSSS
SS
SS
SSSS
SS
SSSSSSSSSSSSSSSSHERSEY CAROLYN SUE
PID: R04110-006-013-002
Acres: 2.37
Zoning: R-15
SPIVEY JOYCE A
PID: R04110-006-016-000
Acres: 0.20
Zoning: R-15
SPIVEY JOYCE A
PID: R04110-006-013-001
Acres: 0.29
Zoning: R-15
STRICKLAND JAMES JR VIRGINIA
PID: R04100-001-002-002
Acres: 2.43
Zoning: R-15
WALKER PALMETTO LLC
PID: R04100-001-002-001
Acres: 7.55
Zoning: R-15
CORBETT PACKAGE COMPANY
PID: R04100-001-149-000
Acres: 5.06
Zoning: I-2
5
5555
5
1
0
1
0
10
1
0
10
10
10
10
10
10 10
10 1010
1
0
1
0
1
0
10 10
1010
10
10
1
0
10
15
15
10
10
10
510
1
0
1
5
1
5
1
5
2020
20
2
0
555555 55 5555
555
5 55 5555
5 5555
55555555
5 55555 5555
5 555555 51010
1
0
1
0
10
1
0
10
1
0
10
10 10
10
1
0
10
1
0
10
1
0 10
1
0 1010
10
1
0 10101
0
10
1
0
10
10
10
10
10
1
0
10
1
0
10
1
0
1
0
10
10
10
10101
0
1
01010
1
0
10
1
0
1
0
1
0
10
10
10
1010
10
1
0 101
0
10
1
0
10
1
0
10
10 1010
10
10
1
0
1
0
1
0
1
0
10 1010
15
1
5
15
15
15
1
5
1515
15
15
15
1515
1
5
15
15
15
15
15
1
5
1
5
1
5
15
1
5 15
15
15
1
5 15
15
15
15
15 15
15
15
15
1
5
15
151
5
1
5 15
1
5
15
15
15
1
5
1
5
1
5 1515
202020 2020 20202020202020202020
20
2
0
20
2
0
2
0 202020
20
20 20 202
0
2
0
20
20
2
0
20
1
5
15
15
FLOOD
Z
O
N
E
A
EFLOOD ZONE AE4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL 4FL
4FL
4FL
4FL
4FL
4FL
4FL
4FL
4FL
4FL
4FL
4FL
4F
L
4F
L
4F
L PALMETTO ROADHERO
N'
S
VI
E
W
D
RI
V
E 5
0'
R/
WOSPREY COVE COURTRIVERVIE
W TERRACE 50' R/
W
TI
D
A
L
L
A
N
E
5
0
'
R
/WWAYH
O
L
L
Y
B
E
RR
Y
C
OU
R
T
5
0
'
R
/WRIVERVIEW TERRACE 50' R/W
5
0'
R
/
W
C
R
O
S
S
I
N
G
EG
R
E
T
50
'
R
/W
SPIVEY JOYCE A
PID: R04110-006-013-004
Acres: 0.45
Zoning: R-15
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MHMH
MH
MH
MH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
FH
DRAI
N
A
G
E
C
O
R
R
I
D
O
R DRAI
N
A
G
E
C
O
R
RI
D
O
R
70
'
D
U
K
E
E
N
E
R
G
Y
E
A
S
E
M
E
N
T
20' DRAIN
A
G
E
C
O
R
R
I
D
O
R
40' UTIILI
T
Y
EASEM
E
N
T20' DRAI
NA
GE
C
OR
RI
D
O
R 70' DUKE ENERGY EASEMENT40
'
U
T
I
I
L
I
T
Y
20'
D
R
A
I
N
A
G
E
C
O
R
R
I
D
O
R
20' D
R
A
I
N
A
G
E
C
O
R
R
I
D
O
R
20' DRAINAGE CORRIDOR20' DRAINAGE CORRIDOREASEMENTHERO
N'
S
VI
E
W
D
RI
V
E
50' R/
W
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET SUBDIVISION PLAN"PRESERVATION POINT"New Hanover County, NC-
1" = 100'
989-01
JFB
JFB
JFB
SUB-01
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
PLANING COMMENTS:
1.CLASS IV SOILS AND WETLANDS ENCROACHING INTO
ANY LOTS WILL BE DELINEATED BY AN ENVIRONMENTAL
CONSULTANT
2.TOPOGRAPHY ESP & ASSOCIATES
3.5' SIDEWALKS TO BE LOCATED ALONG THE UPLAND
SIDE OF ALL RESIDENTIAL STREETS
4.AN APPROVED TIA WILL BE REQUIRED PRIOR TO THE
APPROVAL OF THE CONSTRUCTION DRAWINGS
MH
8" WA
T
E
R
STOP SIGN
STOP SIGN
B
R
E
N
T
W
O
O
D
D
RPALMETTO RDPRES
E
R
V
A
T
I
O
N
P
OI
N
T
PRELIMINARY
ENTRANCE REALIGNMENT
ENTR
A
N
C
E
PROPOSED WATER (typ.)
PROPOSED SEWER (typ.)
SITE DATA
PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 205.85 AC
ZONING: R-15, CUD (R-15), & B-2
PARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
DEVELOPER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
PARCEL AREA:R-15 = 198.65 AC.
B-2 = 7.20 AC.
TOTAL= 205.85 AC.
DENSITY CALCULATIONS (R-15 ONLY):
R-15 ACREAGE 198.65 AC
CONSERVATION SPACE - 135.75 AC
NET TRACT ACREAGE 62.90 AC
R-15 MAX DENSITY @ 2.5 UNITS/ACRE: 157 UNITS
PROPOSED # OF LOTS: 150 TOTAL
123 SINGLE FAMILY UNITS
27 MULTI-FAMILY UNITS
PROPOSED # OF BEDROOMS: 450 BR
AVERAGE LOT SIZE = 0.32 ACRES (14,011 SF)
RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 150 X .03...............4.5 AC
PROPOSED OPEN SPACE...................................... 12.34 AC
REQUIRED 50% ACTIVE OPEN SPACE................... 2.25 AC
PROPOSED ACTIVE OPEN SPACE......................... 8.65 AC
REC. ISLAND:.................7.45 AC.
AMENITY AREA:..............1.20 AC.
PROPOSED PASSIVE OPEN SPACE 3.69 AC.
SUBDIVISION STREETS
ALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER CO REQUIREMENT
UTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)PUMP STATION
COD LINE
20' BUFFER STRIP
REAR SETBACK
AT COD LINE
SIDEWALKS
COASTAL WETLAND LINE
ACTIVE OPEN SPACE:8.65 Acres
PASSIVE OPEN SPACE:3.69 Acres
CITY OF WILM. CORP LIMITS
PRES. POINT PARCEL BOUNDARY
APPROVED B-2 RE-ZONING
APPROVED R-15 RE-ZONING
AE FLOOD ZONE
BOA
R
D
W
A
L
K
T
O
SAN
S
O
U
C
I
I
S
L
A
N
D
Developer:
Preservation Point
Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
PLAN PREPARATION
DATE: 5/20/2019
22' EOP
50' ROW
37'
R25' ROW
R35' EOP
R62' ROW
R48' EOP
OFFSET
NOT TO SCALE
TYPICAL CUL-DE-SAC
NOT TO SCALE
R=35
'
R=3
4
'
R=
2
5
'
R=6
2
'
R=49'
10' UTILITY EASEMENT
(TYP.)
50'
R/W
R=48'
RIBBON
CURB
RIBBON
CURB
CUL-DE-SAC
NOTE: INCLUDED IN THE GRADING FOR A STREET IS THE PROPER
PROTECTION OF FILLS & CUTS BEYOND THE R-O-W
CUT SECTION SLOPE 1 1/2:1
FILL SECTION SLOPE 2:1
10'11'11'10'
2" ASPHALT
6" MARL BASE (Min), CONTINUOUS
CROWN SD 1-03
1'
NOT TO SCALE
STREET SECTION
5'
SIDEWALKSWALESWALE
1'3'3'
May VaryMay Vary
SIDEWALK ONLY ON
UP-GRADE SIDE OF
ROAD
12"x12" POURED
RIBBON CURB
5'
5'
20'
20'
TYPICAL LOT
W/ SETBACKS
(NOT TO SCALE)
20'
15'
20'
5'
TYPICAL CORNER LOT
20' FOR REAR PERIMETER LOTS
15' MIN. FOR ALL INTERIOR*
**
NOTE:
1.20' SEPARATION BETWEEN ATTACHED STRUCTURES
COASTAL WETLANDS
404 WETLANDS
B
R
E
N
T
W
O
O
D
D
R
GLEN
D
A
L
E
D
R
VICTORIA D
R
GORDON
R
D
FOREST LN
CAS
TL
E
H
A
Y
N
E
R
D N 23RD STPALMETTO RDCASTLE HAYNE RD/133/117/ 1
3
3
/
11
7
DIVISION DR DIVISION DR
UNNAMEDCOUNTRY HOME RDN
A
S
H
V
I
L
L
E
E
A
S
T
NORTHEAST CAPE FEAR RIVERSMITH CRKB
R
E
N
T
W
O
O
D
D
R
GLEN
D
A
L
E
D
R
VICTORIA D
R
GORDON
R
D
FOREST LN
CAS
TL
E
H
A
Y
N
E
R
D N 23RD STPALMETTO RDCASTLE HAYNE RD/133/117/ 1
3
3
/
11
7
DIVISION DR DIVISION DR
UNNAMEDCOUNTRY HOME RDN
A
S
H
V
I
L
L
E
E
A
S
T
NORTHEAST CAPE FEAR RIVERSMITH CRKSITE
VICINITY MAP
12"
12"
6"12"
RIBBON CURB
AGGREGATE BASE COURSE
NOT TO SCALE
ASPHALT ROAD12 x 12
CONCRETE
CURB
0 100 200
NORTH
SCALE 1:100
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
100
404 WETLAND LINE
SITE NOTES:
1.WETLANDS SHOWN DELINEATED AND FIELD SURVEYED
2.MULTI-FAM. UNITS ARE NOT SPRINKLERED
3.NO PARKING ON STREETS 24' WIDE SHALL BE
PLACED IN THE COVENANTS & HOA TO ENFORCE
4.WATER SYSTEM SHALL TIE TO THE CFPUA'S PUBLIC
WATER SYSTEM
5.SEWER SYSTEM SHALL BE PUBLIC AND APPROVED
BY CFPUA.
6.ALL HOMES SHALL BE BUILT TO MINIMUM OR
HIGHER BASE FLOOD ELEVATION PER NEW HANOVER
COUNTY REGULATIONS.
7.TOPOGRAPHY PROVIDED BY ESP & ASSOCIATES
8.TREE REMOVAL AND MITIGATION PLAN HAS BEEN
SUBMITTED.MATCH LINESEE SUB-0210' UTILITY
EASEMENT (typ.)
5' SIDEWALK ON
UP-GRADE SIDE OF ROAD
SWING GATES
(SEE NOTES)
20' BUFFER STRIP
TRC RESPONSES9/20/191JFBTRC RESPONSES10/9/192JFB
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
1-10
1-22
1-23
1-24
1-25
1-26
1-28
1-29
1-30
1-31
1-32
4-(1-3)
4-(4-6)
1-27
LLL L LLLLLL
SSIG POLE
SIGPOLE
W
S
O
V
E
R
H
E
A
D
H
I
GH
T
E
N
S
I
O
N
PO
W
E
R
L
I
N
E
C
B 10' UTILITY EASEMENT PB 40 PG 32517
16 18
2121
21
20 227
UTILI
T
Y
MARKER
S
END
EOI EOI
811 D
es
ig
n
atio
n 811 Designation
811 Design
a
t
i
o
n
811 D
esig
nati
on
811 D
esig
n
atio
n 811
Desi
g
na
ti
on
811 Desig
n
a
t
i
o
n
811 Des
i
g
n
a
t
i
o
n
811
D
e
s
i
g
n
a
t
i
o
n
811 Designation
811
D
e
s
i
g
n
a
t
i
o
n
811
D
e
s
i
g
n
a
t
i
o
n
811 Designat
i
o
n
811 Designat
i
o
n
811 Desig
n
a
t
i
o
n 811 Designa
tion
811 Des
ign
a
t
io
n 811 Designa
tion
811
D
e
s
i
g
n
a
t
i
o
n
SEG
RA FO
MARKER
AT&
T
F
O
MARKE
R
AT&T
F
O
MARK
E
R
AT&T
F
O
MARKE
R
AT&T FOMAR
K
E
R
AT&
T
F
O
MARKER
AT&T FOMARK
E
R
AT&T FO
MARKER
AT&T
F
O
MARK
E
R
GASTESTSTA.AT&T FO
MAR
KER
AT&T FOMARKERAT&T FO
MARKER GASTESTSTA.
AT&T
F
O
MARKER
PNG
MARKER
AT&T F
O
MARKER
PNG
MARKER
RPZ RPZRPZRPZ RPZHH
HH
S
HH
HH
HH
HH
HH
HH
HH
HH
HH
HHHH
UTILI
T
Y
MARKER
S
END
EOI EOI
811 D
es
ig
n
atio
n 811 Designation
811 Design
a
t
i
o
n
811 D
esig
nati
on
811 D
esig
n
atio
n 811
Desi
g
na
ti
on
811 Desig
n
a
t
i
o
n
811 Des
i
g
n
a
t
i
o
n
811
D
e
s
i
g
n
a
t
i
o
n
811 Designation
811
D
e
s
i
g
n
a
t
i
o
n
811
D
e
s
i
g
n
a
t
i
o
n
811 Designat
i
o
n
811 Designat
i
o
n
811 Desig
n
a
t
i
o
n 811 Designa
tion
811 Des
ign
a
t
io
n 811 Designa
tion
811
D
e
s
i
g
n
a
t
i
o
n
SEG
RA FO
MARKER
AT&
T
F
O
MARKE
R
AT&T
F
O
MARK
E
R
AT&T
F
O
MARKE
R
AT&T FOMAR
K
E
R
AT&
T
F
O
MARKER
AT&T FOMARK
E
R
AT&T FO
MARKER
AT&T
F
O
MARK
E
R
GASTESTSTA.AT&T FO
MAR
KER
AT&T FOMARKERAT&T FO
MARKER GASTESTSTA.
AT&T
F
O
MARKER
PNG
MARKER
AT&T F
O
MARKER
PNG
MARKER
RPZ RPZRPZRPZ RPZHH
HH
S
HH
HH
HH
HH
HH
HH
HH
HH
HH
HHHH
115422.199HOLLY 16
115522.311HARDWOOD 12
S
4
8
°
4
0
'
4
1
"
E
26
5
.
4
3
'SSIG POLE
SIGPOLE
S
O
V
E
R
H
E
A
D
H
I
GH
T
E
N
S
I
O
N
PO
W
E
R
L
I
N
E
C
B 10' UTILITY EASEMENT PB 40 PG 32512
111098764 36 54
2 35 52 33 457
8
9
10
11
12
13
14
1415 161718
17
17
16
1516
19
18
19
2020 2121
11
6
8
7
6
8
9
10
10
10
10
11
13
14
17
18
HH HH
HH
AT&T FO
MARKER
AT&T FOMARKERLOS C
Per Record
LOS CPer RecordPer RecordSIG POLESIG POLE
SIGPOLE
GRASSGRASSINV=11.54'TOP=19.30'-EY1- S 01° 21' 57.2" WU5863-2N 89°10'04" W
118.73'N 20°12'02" W52.49
'CBCBCBCBCBINV=4.97'INV=4.64'42" RCPINV=5.95'INV=3.94'TOP=16.64'TOP=13.94'6285
6286
6287
65926593659465956596
659913.94
6600660116.64
6647
6285
6286
6287
63355.13 659211.94659311.95659411.99659511.99
659611.9765978.64
65985.95
659913.94
6600660116.64
6647
PIPE DIRECTION ONLY.PIPE IS NOT IN USE.10' UTILITY EASEMENT PB 40 PG 32550278
50304 50305
50306
659913.94
3.94291229
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
MONA BLACK ENTERPRISES LLC
PID R04100-001-029-000
0.35 ACRES ZONE:I-2
FISHER HOLDINGS LLC
PID: R04100-001-030-000
Acres: 0.97
Zoning: I-2
1611 CASTLE HAYNE RD LLC
PID: R04100-001-017-000
Acres: 4.06
Zoning: I-2
W K HOBBS INVESTMENTS LLC
PID: R04100-001-031-000
Acres: 0.58
Zoning: I-2
TEACHEY EDWIN T JR ETAL
PID: R04110-006-010-000
Acres: 1.93
Zoning: R-15
PID: R04110-006-013-002
510
15
55555 555
555555555
5
10
1
0
1
010
1
0
10
10
1
0
10
1
0
10
10
101010
1
0
10
10
1
0
10
1
5
15
15
15
15
1
5
15
15
15 1515
1
5
15
1
5
15
15
15
15
15 1515
15
15
1
5
1
515
5
FL
O
O
D
Z
O
N
E
A
E
B
R
E
N
T
W
O
O
D
D
R
I
V
E
6
0
'
R
/
W
P
R
E
S
E
R
V
A
T
I
O
N
P
O
I
N
T
A
V
E
N
U
E
5
0
'
R
/
W
MH
MH
MH
MH
MH
FH
FH
FH
FH
FH70
'
D
U
K
E
E
N
E
R
G
Y
E
A
S
E
M
E
N
T
CAST
L
E
H
A
Y
N
E
R
D
1
0
0
'
R
/
W
DI
V
I
S
I
O
N
D
R
.CASTLE HAYNE RD20' DRAINAGE CORRIDOR
SW POND
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:INITDATEDESCRIPTIONREVwww.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET SUBDIVISION PLAN"PRESERVATION POINT"New Hanover County, NC-
1" = 100'
989-01
JFB
JFB
JFB
SUB-02
Developer:
Preservation Point
Partners, LLC
9827 Cogdill Rd, STE 1
Knoxville, TN 37932
PLAN PREPARATION
DATE: 5/20/2019
GENERAL NOTES:
1.THIS PROPERTY IS ZONED R-15 / B-2.
2.ALL UTILITY & DRAINAGE EASEMENTS SHOWN ON THIS PLAN ARE
FOR MASTER PLAN SUBMITTAL ONLY AND MAY BE MODIFIED PRIOR
TO FINAL PLAT RECORDATION
3.AREAS OF OPEN SPACE WILL BE PROVIDED AS CORRIDORS FOR
WALKING TRAILS THROUGHOUT THE COMMUNITY.
4.ANY REVISIONS TO THE MASTER PLAN WILL BE SUBJECT TO
APPROVAL BY THE NEW HANOVER COUNTY PLANNING DEPT.
5.ALL ROADS WITHIN THE DEVELOPMENT ARE TO BE PRIVATE AND
CONSTRUCTED TO NEW HANOVER COUNTY STANDARDS.
6.ALL CULL-DE-SAC LOTS SHALL HAVE A MINIMUM FRONTAGE OF
40'.
7.THE SEWER SYSTEM WILL BE SUBJECT TO REVIEW AND APPROVAL
BY CFPUA.
8.THE WATER SYSTEM WILL BE SUBJECT TO REVIEW AND APPROVAL
BY CFPUA.
9.STREET LIGHTS WILL BE INSTALLED PER THE NEW HANOVER
COUNTY ORDINANCE
10.THERE ARE NO CLASS IV SOILS WITHIN THIS PROPERTY.
11.A 5' SIDEWALK WILL BE LOCATED ON ONLY ONE SIDE OF EACH
STREET.
12.A HOMEOWNERS ASSOCIATION WILL BE FORMED TO BE
RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF ALL
ROADWAYS, STORMWATER DRAINS, OPEN SPACE, AND AMENITY
AREAS.MATCH LINESEE SUB-010 100 200
NORTH
SCALE 1:100
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
100
SITE DATA
PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 205.85 AC
ZONING: R-15, CUD (R-15), & B-2
PARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
DEVELOPER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
PARCEL AREA:R-15 = 198.65 AC.
B-2 = 7.20 AC.
TOTAL= 205.85 AC.
DENSITY CALCULATIONS (R-15 ONLY):
R-15 ACREAGE 198.65 AC
CONSERVATION SPACE - 135.75 AC
NET TRACT ACREAGE 62.90 AC
R-15 MAX DENSITY @ 2.5 UNITS/ACRE: 157 UNITS
PROPOSED # OF LOTS: 150 TOTAL
123 SINGLE FAMILY UNITS
27 MULTI-FAMILY UNITS
PROPOSED # OF BEDROOMS: 450 BR
AVERAGE LOT SIZE = 0.32 ACRES (14,011 SF)
RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 150 X .03...............4.5 AC
PROPOSED OPEN SPACE...................................... 12.34 AC
REQUIRED 50% ACTIVE OPEN SPACE................... 2.25 AC
PROPOSED ACTIVE OPEN SPACE......................... 8.65 AC
REC. ISLAND:.................7.45 AC.
AMENITY AREA:..............1.20 AC.
PROPOSED PASSIVE OPEN SPACE 3.69 AC.
SUBDIVISION STREETS
ALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER CO REQUIREMENT
UTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)
ACTIVE OPEN SPACE:8.65 Acres
PASSIVE OPEN SPACE:3.69 Acres
CITY OF WILM. CORP LIMITS
PRES. POINT PARCEL BOUNDARY
APPROVED B-2 RE-ZONING
APPROVED R-15 RE-ZONING
AE FLOOD ZONE
COASTAL WETLANDS
404 WETLANDS
B
R
E
N
T
W
O
O
D
D
R
GLE
N
D
A
L
E
D
R
VICTORIA D
R
GORDON
R
D
FOREST LN
CAS
T
L
E
H
A
Y
N
E
R
D N 23RD
S
TPALMETTO RDCASTLE HAYNE
RD/133/117
/ 133
/
1
17
DIVISION DR DIVISION DRUNNAMEDCOUNTRY HOME RDN
A
S
H
V
I
L
L
E
E
A
S
T
NORTHEAST CAPE FEAR RIVERSMITH CRK
B
R
E
N
T
W
O
O
D
D
R
GLE
N
D
A
L
E
D
R
VICTORIA D
R
GORDON
R
D
FOREST LN
CAS
T
L
E
H
A
Y
N
E
R
D N 23RD
S
TPALMETTO RDCASTLE HAYNE
RD/133/117
/ 133
/
1
17
DIVISION DR DIVISION DRUNNAMEDCOUNTRY HOME RDN
A
S
H
V
I
L
L
E
E
A
S
T
NORTHEAST CAPE FEAR RIVERSMITH CRKSITE
VICINITY MAP
PROPOSED WATER (typ.)
PROPOSED SEWER (typ.)
MAIL KIOSK
20' BUFFER STRIP
STORMWATER POND
EASEMENT
5' SIDEWALK ON
UP-GRADE SIDE OF ROAD
COMMERCIAL AREA
APPROVED REZONING TO B-2
SITE NOTES:
1.WETLANDS SHOWN DELINEATED AND FIELD SURVEYED
2.MULTI-FAM. UNITS ARE NOT SPRINKLERED
3.NO PARKING ON STREETS 24' WIDE SHALL BE
PLACED IN THE COVENANTS & HOA TO ENFORCE
4.WATER SYSTEM SHALL TIE TO THE CFPUA'S PUBLIC
WATER SYSTEM
5.SEWER SYSTEM SHALL BE PUBLIC AND APPROVED
BY CFPUA.
6.ALL HOMES SHALL BE BUILT TO MINIMUM OR
HIGHER BASE FLOOD ELEVATION PER NEW HANOVER
COUNTY REGULATIONS.
7.TOPOGRAPHY PROVIDED BY ESP & ASSOCIATES
8.TREE REMOVAL AND MITIGATION PLAN HAS BEEN
SUBMITTED.
10' UTILITY
EASEMENT (typ.)
COASTAL
WETLAND
LINE
REAR SETBACK
AT COD LINE
404 WETLAND LINE TRC RESPONSES9/20/191JFBGATE NOTES:
GATE TO MEET FOLLOWING REQUIREMENTS:
1.ALLOW FOR KEY OR CODE ACCESS TO RESIDENTS
AND GUESTS
2.TO ALLOW PASAGE OF EMERGENCY PERSONEL
THROUGH KNOCK BOX, KEY CODE, OR SIREN
ACTIVATION
3.GATE TO BE DOUBLE, SWING STYLE, CONSTRUCTED
IN AN ORNAMENTAL MANNER, REFLECTING THE
CHARACTER OF THE DEVELOPMENT
4.GATES LOCATED AT ALL VEHICULAR POINTS OF
ENTRY (3 TOTAL)
SWING GATES
(SEE NOTES)TRC RESPONSES10/9/192JFBNOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY