HomeMy WebLinkAbout22272.PE WTC BLDGS 4 & 7 TRC PlansU
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RALEIGH, NC 27612
BUILDINGS 4 & 7
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.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNING
PH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
DISTRIBUTION CONSTRUCTION SERVICE
PH: 910-256-7258
DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTON
PH: 910-341-7664
TIME WARNER CABLE
PH: 910-763-4638
NEW HANOVER COUNTY
SHEET INDEX
JANUARY 2025
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY, NORTH CAROLINA
WTC LAND COMPANY, LLC
3105 GLENWOOD AVE, SUITE 105
RALEIGH, NC 27612
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JEREMY BLAIR, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 22272.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
WILMINGTON TRADE CENTER
SHEET NUMBER SHEET TITLE
TREE SURVEYEX-B
JUNE 2024
FOR
TRC DESIGN DOCUMENTS
3930 US HWY 421 N
WTC LAND COMPANY, LLC
3105 GLENWOOD AVE, SUITE 105
VICINITY MAP
SCALE: 1" = 1,000'
SITE
EXISTING CONDITIONSEX-A
OVERALL SITE PLANC-2.0
SITE PLANC-2.0
WILMINGTON TRADE CENTER
UTILITY PLANC-5.00 - C-5.01
REVISED JANUARY 2025
LANDSCAPE PLANL-1.0 - L-1.1
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EASEMENT
D.B. 5447, PG. 1139
(SEE SV-9,10)
NCGS MONUMENT "FINA 1980"
N:204,041.30'
E:2,307,567.82
NAD 83(2001)
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METER FACILITY AND
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D.B. 5420, PG. 1227
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UTILITY EASEMENT
D.B. 1699, PG. 1272
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150' PUBLIC RIGHT OF WAY
M.B. 48, PG. 235
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10'AT&T STRIP EASEMENT
(APPROXIMATE LOCATION - 10' WIDE
CENTERED ON INSTALLED UTILITIES)
D.B. 5776, PG. 2529
10'AT&T STRIP EASEMENT
(APPROXIMATE LOCATION - 10' WIDE
CENTERED ON INSTALLED UTILITIES)
D.B. 5776, PG. 2529
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UTILITIES
8 - 10" LONG
LEAF PINES
MIX 4 - 6" LONG
LEAF PINES
CLEAR UNDERSTORY EXCEPT
SCRUB TURKEY OAK
1 - 3" LONG
LEAF PINES
10 - 13" LONG
LEAF PINES
3
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5
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8
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CONSISTENT 11 - 12" LONG LEAF PINES
1 - 3" SPORADIC TURKEY
OAK UNDERSTORY
1 - 2" LONG LEAF PINES AND
MIX OF 1 - 2" TURKEY OAKS
8 - 10" LONG LEAF PINES AND
MIX OF 4 - 6" LONG LEAF PINES
6 - 8" LONG
LEAF PINES
1 - 3"
TURKEY
OAKS
5 - 8" LONG LEAF PINES
1 - 3" TURKEY OAKS
MIX 1 - 4" LONG LEAF PINE
AND 1 - 4" TURKEY OAKS
THICKER MIX OF 3 - 4" LONG LEAF
PINES AND 1 - 2" TURKEY OAKS
MIX 1 - 2" LONG LEAF PINES
AND 10 - 12" LONG LEAF PINES
LONG LEAF PINE/TURKEY OAK BUFFER
6 - 11" LONG
LEAF PINES W 1-3" TURKEY
OAK UNDERSTORY
THICK AREA OF 1 - 4" AND
4 - 8" LONG LEAF PINES;
(2) 4" LIVE OAKS FOUND
THICK PATCH OF LOBLOLLY PINES WITH SPORADIC LONG
LEAF PINES & OCCASIONAL 2-3" RED BAYS TYPICAL;
UNDERSTORY MOSTLY OPEN WITH SPORADIC INKBERRY
SHRUBS
4 - 6" LONG LEAF PINES
1 - 3" TURKEY OAK
UNDERSTORY
MIX 6 - 9" LONG LEAF PINES
SPORADIC 2 - 3" LONG LEAF
PINES; 1-3" TURKEY OAK
UNDERSTORY
MIX 8 - 10" LONG LEAF PINES
LOWER SPARKLEBERRY
GRASS UNDERSTORY
4 - 6" LONG LEAF PINES
GRASS UNDERSTORY
SPORADIC 4" LIVE OAKS ALONG
WITH 2 OBSERVED 4" LIVE OAKS
AND OCCASIONAL SCRUB LIVE OAK
6 - 8" LONG
LEAF PINES
GRASS STAGE LONG LEAF PINE,
LOW GRASS UNDERSTORY,
POTENTIAL WETLAND,
AND INKBERRY
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LONG LEAF PINES
LARGEST GROUP OF LARGE
TREES FOUND ON SITE; PRIMARILY
± 8 - 14" LONG LEAF PINES & ± 3"
TURKEY OAKS TYPICAL;
1 SIGNIFICANT 19" LONG LEAF PINE
GROUP OF LARGE TREES
FOUND ON SITE; PRIMARILY
12 - 13" LONG LEAF PINES
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JR
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0 100 200 400 800
SCALE: 1"=200'
GRAPHIC SCALE
N O R T H
EXISTING TREE NOTES:
1.LAND APPEARS TO BE MANAGED PINE FOREST.
2.PREDOMINANT SPECIES ON SITE ARE LONG LEAF PINES
WITH TURKEY OAK UNDERSTORY.
3.MAJORITY OF SITE HAS NEW HANOVER COUNTY REGULATED
TREES, BUT NO SPECIMEN TREES FOUND ON SITE.
4.SIGNIFICANT TREES FOUND ON SITE AS NOTED ON THE
FIXED PLOT SAMPLE SURVEY EXHIBIT.
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FIXED PLOT TREE SURVEY
SAMPLE 3 (1 AC.)
FIXED PLOT TREE SURVEY
SAMPLE 2 (1.5 AC.)
FIXED PLOT TREE SURVEY
SAMPLE 1 (1 AC.)
±2.37 AC HATCHED
AREA SIMILAR TO
PLOT SAMPLE 1;
SEE EX-B FOR
ADDITIONAL
INFORMATION
±1.41 AC HATCHED AREA SIMILAR TO
PLOT SAMPLE 1; SEE EX-B FOR
ADDITIONAL INFORMATION
±18.42 AC HATCHED AREA SIMILAR TO PLOT
SAMPLE 3; SEE EX-B FOR ADDITIONAL
INFORMATION
±1.41 AC GROUP OF LARGE
TREES FOUND ON SITE;
PRIMARILY 12 - 13" LONG
LEAF PINES
22
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UGT UGGASMARKERUGUGUGUG
NCGS MONUMENT "FINA"(1980)
N:204,041.30'
E:2,307,567.82
NAD 83(2001)
GF:1.000007600987
CON: N 00°35'16.095" W
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150' PUBLIC RIGHT OF WAY
M.B. 48, PG. 235
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L2 N 57°08'47" E 49.97'
L3 N 57°08'47" E 100.39'
L4 N 57°12'56" E 113.41'
L5 S 32°46'58" E 59.97'
L6 S 57°12'56" W 112.90'
L7 S 57°08'10" W 100.90'
L8 S 57°08'10" W 50.05'
L9 N 32°45'55" W 60.00'
L10 N 32°46'27" W 66.47'
L11 S 32°47'57" E 141.19'
L12 S 32°47'57" E 113.19'
SEAMIST
PROPERTIES LLC
PARCEL 1C-R
M.B. 71, PG. 367
WTC 2 PARTNERS LLC
R02400-001-051-000
PARCEL 1B
M.B. 69, PG. 97
WTC 2 PARTNERS LLC
PARCEL 1A
R02400-001-041-000
M.B. 69, PG. 97
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11
11
11
11
11
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11
11
11
11
11
11
11
11
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11
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11
11
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11
11
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11
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11
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11
11
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11
11
11
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11
11
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11
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11
11
11
11
11
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11
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10
10
10
10
10
10
10
10
10
10
10
10
10
1
0
10
10
10
10
1197.81'
S 32°47'47" E (TIE)
379.09'
S 32°45'55" E (TIE)
N
5
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1
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0
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1
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W
997.28'
N 32°46'27" W
200.67'
N 32°53'31" W
884.21'
N 32°46'26" W
1577.91'
N 32°46'27" W (2022.39 TOTAL)
3057.60'
S 32°47'57" E (3311.98 TOTAL)
378.01'
N 32°46'27" W
L1
(
T
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E
)
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11 L12
MARITIME WEST
DEVELOPMENT LLC.
R02400-048-000
D.B. 6154, PG. 2247
M.B.65, PG. 3
DILLON SUPPLY
COMPANY
R02400-001-050
D.B. 4971, PG. 2250
M.B.71, PG. 367
3820 WILMINGTON LLC
R02400-001-049
D.B. 6602, PG. 1476
M.B. 71, PG. 367
DLH
HOLDINGS, LLC
R02400-001-009
D.B. 4971, PG. 2250
M.B. 48, PG. 235
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
R02400-001-037-000
D.B. 6405, PG. 843
M.B. 69, PG. 70
SQ. FT. = 8,140,710 ±
ACRES = 186.89 ±
18"
R
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R02400-001-061-000
M.B. 71, PG. 367
DLH HOLDINGS, LLC
R02400-001-062-000
M.B. 71, PG. 367
DLH HOLDINGS, LLC
R02400-001-063-000
M.B. 71, PG. 367
PN 16
PN 14
PN 8
PN 19
PN 12
PN 8PN 14 PN 14
PN 10PN 8
PN 10PN 8PN 8PN 9
PN 10
PN 11PN 11
PN 11
PN 11
PN 10
PN 8
PN 10PN 9
PN 10
PN 8PN 8PN 10 PN 9
PN 9
PN 12
PN 10PN 8
PN 9
PN 9
PN 9
PN 8PN 9PN 9
PN 11
PN 14
PN 10
PN 11
PN 8
PN 9 PN 9
PN 9 PN 10PN 8
PN 15PN 11
PN 9
PN 11
PN 9
PN 9
PN 8
PN 9PN 8
PN 8PN 10PN 9
PN 11
PN 19
PN 16
PN 10
PN 12
PN 9
PN 10
PN 9PN 8
PN 10PN 10
PN 10
PN 10PN 10
LOB 18 LOB 12
LOB 12LOB 15
LOB 19 LOB 12LOB 12LOB 12
LOB 14
LOB 12
LOB 13
LOB 18
LOB 19LOB 18
LOB 12LOB 12
LOB 12
LOB 12
LOB 12
LOB 13
LOB 13
LOB 17
LOB 20LOB 20
TO 15
±18.42 AC OF THICK PATCH OF LOBLOLLY PINES
WITH SPORADIC LONG LEAF PINES & OCCASIONAL
2-3" RED BAYS TYPCIAL; UNDERSTORY MOSTLY
OPEN WITH SPORADIC INKBERRY SHRUBS
±1.5 AC PLOT REPRESENTS
GRASS YOUNG PINES STAGE
THROUGH LARGEST TREES
FOUND THROUGHOUT THE
REST OF THE SITE 2
3
1
±2.37 AC OF LARGEST GROUP OF
LARGE TREES FOUND ON SITE;
PRIMARILY ± 8 - 14" LONG LEAF PINES
& ± 3" TURKEY OAKS TYPICAL;
1 SIGNIFICANT 19" LONG LEAF PINE
PN 8 PN 8
SUT
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A
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25
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24
24
24
24
24
24
24
24
23
23
23
23
23
23
23
23
22
22
2
2
22
2
2
22
22
21
21
2
1
2
1
21
20
20
2
0
2
0
1
9
19
19
1
9
18
1
8
18
1
8
1
8
1
7
17
17
17
17
16
PN 16
PN 14
PN 8
PN 19
PN 12
PN 8PN 14
PN 14
PN 10PN 8
PN 10
PN 8
PN 8
PN 9
PN 10
PN 11
PN 11
PN 11
PN 11
PN 10
PN 8
PN 10
PN 9
PN 10
PN 8
PN 8
PN 10
TO 15
1
PN 8
PN 8
20
19
19
18
18
18
1
8
17
17
17
17
17
17
16
16
16
16
15
15
15
14
14
14
1
3
13
PN 9
PN 9
PN 12
PN 10
PN 8
PN 9
PN 9
PN 9
PN 8
PN 9
PN 9
PN 11
PN 14
PN 10
PN 11
PN 8
PN 9 PN 9
PN 9 PN 10
PN 8
PN 15PN 11
PN 10
PN 9
PN 11
PN 9
PN 9
PN 8
PN 9
PN 8
PN 8
PN 10
PN 9
PN 11
2
10
10
10
1
0
10
10
PN 19
PN 16
PN 10
PN 12
PN 9
PN 10
PN 9
PN 8
PN 10
PN 10
PN 10
PN 10
PN 10
LOB 18 LOB 12
LOB 12
LOB 15
LOB 19
LOB 12
LOB 12
LOB 12
LOB 14
LOB 12
LOB 13
LOB 18
LOB 19
LOB 18
LOB 12LOB 12
LOB 12
LOB 12
LOB 12
LOB 13
LOB 13
LOB 17
LOB 20LOB 20
3
NA
D
8
3
(
2
0
1
1
)
VICINITY MAP
(NOT TO SCALE)
SITE
0 100 200 400 600 800
SCALE: 1"=200'
GRAPHIC SCALE
SURVEY NOTES
1.AREA CALCULATED BY COORDINATES.
2.THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "X". FLOOD
INFORMATION FROM FEMA FIRM PANELS 3720320000L &
3720321000K, BOTH BEARING A REVISED DATE OF AUGUST 28,
2018.
3.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION
VISIBLE IN THE FIELD. ADDITIONAL UTILITIES NOT SHOWN MAY
EXIST. THE APPROPRIATE UTILITY COMPANIES SHOULD BE
CONTACTED PRIOR TO LAND DISTURBING ACTIVITIES.
4.HORIZONTAL DATUM (NAD 83 - 2011) WAS ESTABLISHED
UTILIZING A TOPCON HIPER-V SURVEY GRADE GPS RECEIVER
OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
5.MATTERS SHOWN ON RECORDED PLATS ARE SHOWN ON
SURVEY, IF APPLICABLE.
6.NO WETLAND FLAGS WERE OBSERVED DURING THE SURVEY.
TREE SURVEY NOTES
1.TREES SURVEYED USING FIXED PLOT SAMPLE METHOD.
2.PLOTS SELECTED BASED ON TREE TYPE AND DENSITY.
3.PLOT 1 FEATURES THE LARGEST GROUP OF LARGE TREES
FOUND ON SITE
4.PLOT 2 IS REPRESENTATIVE OF NEARLY THE WHOLE SITE,
MOSTLY LONG LEAF PINES
5.PLOT 3 IS REPRESENTATIVE OF A DISTINCTLY DIFFERENT
PLANT COMMUNITY WITHIN A LOW POINT ON SITE; THE
MAJORITY OF TREES ARE LOBLOLLY PINES THIS AREA.
ESMT LINE
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
SUBJECT PARCEL
ADJOINER PROPERTY LINE
IPF
IRF
PKF
PKS
100-YR 1% ANNUAL CHANCE FLOOD ZONE LINE
R.O.W. LINE
CMF CONCRETE MONUMENT FOUND
IRS
500-YR 0.2 % ANNUAL CHANCE FLOOD ZONE LINE
COMPUTED POINT
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PLOT SAMPLE 1; SEE
ENLARGEMENT THIS SHEET
FI
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SCALE: 1" = 60'
PLOT SAMPLE 3 - LOBLOLLY PINE AREA
PLOT SAMPLE 2; SEE ENLARGEMENT
THIS SHEET; SAMPLE REPRESENTS
THE REMAINDER OF THE SITE
OUTSIDE OF THE HATCHED AREAS
SHOWN THIS SHEET
PLOT SAMPLE 3; SEE
ENLARGEMENT THIS
SHEET
TREE LEGEND:
TO 15 TURKEY OAK
PN 10 LONG LEAF PINE
LOB 12 LOBLOLLY PINE
SIGNIFICANT TREE ANALYSIS & TREE MITIGATION
CALCULATIONS:
1.PLOT SAMPLE 2 FOUND NO SIGNIFICANT TREES IN THE 1.5 ACRE AREA SURVEYED.
THE MAJORITY OF THE SITE IS CONSISTENT WITH THE VEGETATION FOUND IN
THIS SAMPLE PLOT UNLESS OTHERWISE NOTED ON THE EXISTING CONDITIONS
PLAN (EX-A).
2.PLOT 1 AND PLOT 3 FOUND 1 SIGNIFICANT TREE (LONG LEAF PINE) PER ACRE
SURVEYED. SIGNIFICANT TREE CALCULATION FOR THE SITE IS APPLIED ONLY TO
AREAS IDENTIFIED ON EX-A WITH SIMILAR VEGETATION TYPE AND SIZE TO PLOTS
1 & 3.
·3.78 AC INCLUDING AND SIMILAR TO PLOT 1 @ 1 SIGNIFICANT TREE / AC = 4
SIGNIFICANT TREES (19" LONG LEAF PINE); REVIEWING THE AREAS, THIS IS
REPRESENTATIVE OF THE LARGEST TREES IN THE AREAS.
·18.42 AC INCLUDING & SIMILAR TO PLOT 3 @ 1 SIGNIFICANT TREE / AC = 18
SIGNIFICANT TREES (19" LONG LEAF PINE); REVIEWING THE AREA, THIS IS
REPRESENTATIVE OF THE LARGEST TREES IN THE AREA.
·TOTAL SIGNIFICANT TREES ANTICIPATED ON SITE: 22 TREES, EXTRAPOLATED AT
19" EACH
·TOTAL MITIGATION INCHES REQUIRED: (22 X 19) X 2 = 836 MITIGATION INCHES
REQUIRED TO MITIGATE ON SITE OR WITH PAY-IN-LIEU (@ $100/INCH = $83,600)
PLOT SAMPLE AREA: ±1.5 AC.SCALE: 1" = 60'PLOT SAMPLE AREA: ±1.0 AC.SCALE: 1" = 60'PLOT SAMPLE AREA: ±1.0 AC.
LEGEND:
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PROPERTIES LLC
PARCEL 1C-R
M.B. 71, PG. 367
WTC 2 PARTNERS LLC
R02400-001-051-000
PARCEL 1B
M.B. 69, PG. 97
WTC 2 PARTNERS LLC
PARCEL 1A
R02400-001-041-000
M.B. 69, PG. 97
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MARITIME WEST
DEVELOPMENT LLC.
R02400-048-000
D.B. 6154, PG. 2247
M.B.65, PG. 3
DILLON SUPPLY
COMPANY
R02400-001-050
D.B. 4971, PG. 2250
M.B.71, PG. 367
3820 WILMINGTON LLC
R02400-001-049
D.B. 6602, PG. 1476
M.B. 71, PG. 367
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
STEPAN COMPANY
R02400-001-001
D.B. 6409, PG. 186
18"
R
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P
GRAVEL DRIVE
DLH HOLDINGS, LLC
R02400-001-061-000
M.B. 71, PG. 367
DLH HOLDINGS, LLC
R02400-001-062-000
M.B. 71, PG. 367
DLH HOLDINGS, LLC
R02400-001-063-000
M.B. 71, PG. 367
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JR
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SITE
VICINITY MAP
SCALE: 1" = 2,000'
SITE DATA TABULATION
PROJECT ADDRESS:3930 US HWY 421 N
WILMINGTON, NC 28401
PROPERTY OWNER:WTC LAND COMPANY, LLC
3105 GLENWOOD AVE SUITE 105
RALEIGH, NC 27612
PARCEL ID: R02400-001-037-000
DEED BOOK / PAGE:6668 / 2260
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±186.89 ACRES OR 8,140,791 SF
PHASE 1 SITE AREA:±43.72 ACRES OR 1,904,474 SF (INCLUDING
ACCESS IMPROVEMENTS OUTSIDE OF PARCEL)
PROPOSED USE:WAREHOUSING / MANUFACTURING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720320000L & 3720321000K,
DATED AUGUST 28, 2018
BUILDING DATA (PHASE 1)
NUMBER OF BUILDINGS:2
BUILDING GROSS FLOOR AREA:305,760 SF
PROPOSED BUILDING HEIGHT:41'
NUMBER OF STORIES:1
TOTAL BUILDING AREA (FOOTPRINT):305,760 SF
BUILDING LOT COVERAGE:16.1% (305,760 / 1,904,474 SF)
DISTURBED AREA:±43.7 AC (PHASE 1)
±66.7 AC (ADJACENT AREA TO BE MASS GRADED)
±187 AC (OVERALL PROJECT)
DIMENSIONAL REQUIREMENTS 1-2
FRONT SETBACK:50'
SIDE SETBACK, STREET:50'
SIDE SETBACK, INTERIOR:N/A (INDUSTRIAL ZONING)
REAR SETBACK:N/A (INDUSTRIAL ZONING)
MAX BUILDING HEIGHT:N/A
PARKING STANDARDS
STANDARD:1.5 SPACES PER 1,000 SF
REQUIRED:459 SPACES (1.5 X 305.76)
PROVIDED:298 SPACES*
*PARKING REDUCED IN ACCORDANCE WITH
SECTION 5.1.3 OF THE UDO
LOADING BERTHS PROVIDED:25 PER BUILDING
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:
BUILDINGS:305,760 SF
PARKING / DRIVEWAYS:403,682 SF
SIDEWALKS:10,824 SF
ROADWAYS:90,753 SF
FUTURE 5,358,911 SF
TOTAL 6,169,930 SF
GENERAL NOTES
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.
2.NO CONSERVATION AREAS EXIST ON THE SITE.
3.NO WETLAND EXISTS ON THE SITE.
4. A TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE PROPOSED
DEVELOPMENT.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS
LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALL
BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH
CFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTING
EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
0 100 200 400 800
SCALE: 1"=200'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
PROPOSED BUILDING 7
152,880 SF
PROPOSED BUILDING 4
152,880 SF
FUTURE BUILDING 8
FUTURE BUILDING 6
FUTURE BUILDING 5
FUTURE BUILDING 9 FUTURE BUILDING 10
FU
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1
2
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1
1
PROPOSED
STORMWATER
FACILITY
PROPOSED STORMWATER
CONTROL MEASURE
(WET POND #1)
FUTURE DEVELOPMENT
FUTURE DEVELOPMENT
(AREA TO BE MASS GRADED IN PHASE 1)
FUTURE DEVELOPMENT
(AREA TO BE MASS GRADED IN PHASE 1)
PHASE 1 BOUNDARY
PROPOSED PUMP
STATION
PROPOSED
ROADWAY
EXTENSION
FUTURE DEVELOPEMENT
AREA TO BE GRADED WITH
PHASE 1
PHASE 1 BOUNDARY
PARCEL BOUNDARY
CONTOUR LINE
LEGEND
31
8F 8F
W W
SS SS
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
FLOOD ZONE BOUNDARY
OVERHEAD EQUIPMENT
EXISTING 130' RIGHT OF WAY
CAROLINA POWER & LIGHT
EXISTING 60' RIGHT OF WAY
CAROLINA POWER & LIGHT
EXISTING 100' TEMP. CONSTRUCTION
& ACCESS EASEMENT
EXISTING 65' ACCESS
& UTILITY EASEMENT
EXISTING 65' ACCESS
& UTILITY EASEMENT
PARCEL BOUNDARY
LOADING AREA
/ TRUCK COURT
100-YR
OHE
EXISTING 60'
PERMANENT EASEMENT
PROPOSED 45'
PRIVATE R/W
PROPOSED 45'
PRIVATE R/W
1.
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0.5'
45 FT R/W
SECTION (SEE DETAIL)
1/4" PER FT
6" STONE
UNDER CURBING
HEAVY DUTY PAVEMENT
4'
1.5'
ROAD B
RO
A
D
A
& GUTTER (TYP.)
1.5'
0.5'4'30'
1/4" PER FT
24" STANDARD CURB
0.5'
45 FT R/W
SECTION (SEE DETAIL)
1/4" PER FT
6" STONE
UNDER CURBING
HEAVY DUTY PAVEMENT
7'
1.5'
& GUTTER (TYP.)
1.5'
0.5'7'
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W
8W
8W
8W
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FM
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X
VAN VAN
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T
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VAN VAN VAN VAN
VANVAN
CO
CO
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8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
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8F
8F
8F
LODLODLOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
7 8 9 10 11 12 13 14 15 16 17
10
+
0
0
11
+
0
0
12
+
0
0
13
+
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+
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0
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+
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0
16
+
0
0
17
+
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18
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19
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20
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21
+
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22
+
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0
23
+
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=
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0
'
JR
B
JR
B
JR
B
SITE
VICINITY MAP
SCALE: 1" = 2,000'
0 30 60 120 240
SCALE: 1"=60'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
PROPOSED BUILDING 7
152,880 SF
PROPOSED BUILDING 4
152,880 SF
12'
58
'
9'
18
'
ROAD B
PROPOSED 45'
PRIVATE RIGHT-OF-WAY
45
'
PHASE 1 BOUNDARY
24
'
9'
18
'
24
'
12
2
'
12'
45'
RO
A
D
A
PR
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P
O
S
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D
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5
'
PR
I
V
A
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-
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W
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30
'
12
2
'
58
'
12'
12'
24'
24
'
40
'
40
'
62
'
62
'
30'
PROPOSED
PROPERTY LINE
LOT 4
±9.25 AC OR 402,981 SF
LOT 7
±9.31 AC OR 405,378 SF
PROPOSED
PUMP STATION
R02400-001-001-000
STEPAN COMPANY
ZONING: I-2
R02400-001-051-000
WTC 2 PARTNERS LLC
ZONING: I-2
R02400-001-052-000
SEAMIST PROPERTIES LLC
ZONING: I-2
FUTURE
DEVELOPMENT
(AREA TO BE
GRADED IN PHASE 1)
24
'
30'52'
98
'
52'
19
0
'
10
1
'
30'
PROPOSED ROADWAY
EXTENSION
PROPOSED STORWATER
FACILITY
PROPOSED
PROPERTY LINE
LOADING AREA
/ TRUCK COURT
LOADING AREA
/ TRUCK COURT
19
0
'
FOUNDATION
PLANTING AREAS, TYP.
PRIMARY STREET
YARD AREA
SECONDARY STREET
YARD AREA
10' X 70' SIGHT DISTANCE
TRIANGLE, TYP.
CONCRETE ISLAND
STREET YARD
AREA
FOUNDATION
PLANTING AREAS, TYP.
SITE DATA TABULATION
PROJECT ADDRESS:3930 US HWY 421 N
WILMINGTON, NC 28401
PROPERTY OWNER:WTC LAND COMPANY, LLC
3105 GLENWOOD AVE SUITE 105
RALEIGH, NC 27612
PARCEL ID: R02400-001-037-000
DEED BOOK / PAGE:6668 / 2260
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±186.89 ACRES OR 8,140,791 SF
PHASE 1 SITE AREA:±43.72 ACRES OR 1,904,474 SF (INCLUDING
ACCESS IMPROVEMENTS OUTSIDE OF PARCEL)
PROPOSED USE:WAREHOUSING / MANUFACTURING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720320000L & 3720321000K,
DATED AUGUST 28, 2018
BUILDING DATA (PHASE 1)
NUMBER OF BUILDINGS:2
BUILDING GROSS FLOOR AREA:305,760 SF
PROPOSED BUILDING HEIGHT:41'
NUMBER OF STORIES:1
TOTAL BUILDING AREA (FOOTPRINT):305,760 SF
BUILDING LOT COVERAGE:16.1% (305,760 / 1,904,474 SF)
DISTURBED AREA:±43.7 AC (PHASE 1)
±66.7 AC (ADJACENT AREA TO BE MASS GRADED)
±187 AC (OVERALL PROJECT)
DIMENSIONAL REQUIREMENTS 1-2
FRONT SETBACK:50'
SIDE SETBACK, STREET:50'
SIDE SETBACK, INTERIOR:N/A (INDUSTRIAL ZONING)
REAR SETBACK:N/A (INDUSTRIAL ZONING)
MAX BUILDING HEIGHT:N/A
PARKING STANDARDS
STANDARD:1.5 SPACES PER 1,000 SF
REQUIRED:459 SPACES (1.5 X 305.76)
PROVIDED:298 SPACES*
*PARKING REDUCED IN ACCORDANCE WITH
SECTION 5.1.3 OF THE UDO
LOADING BERTHS PROVIDED:25 PER BUILDING
IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:
BUILDINGS:305,760 SF
PARKING / DRIVEWAYS:403,682 SF
SIDEWALKS:10,824 SF
ROADWAYS:90,753 SF
FUTURE 5,358,911 SF
TOTAL 6,169,930 SF
GENERAL NOTES
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 OF THE UDO.
2.NO CONSERVATION AREAS EXIST ON THE SITE.
3.NO WETLAND EXISTS ON THE SITE.
4. A TRAFFIC IMPACT ANALYSIS HAS BEEN COMPLETED FOR THE PROPOSED
DEVELOPMENT.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION. THIS
LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH AND RELATED EQUIPMENT SHALL
BE SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTY.
UTILITY INFORMATION
CONTRACTOR SHALL INSTALL WATER AND SEWER SERVICES IN ACCORDANCE WITH
CFPUA STANDARD DETAILS AND SPECIFICATIONS.
EXTERIOR LIGHTING
EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
FUTURE DEVELOPEMENT
AREA TO BE GRADED WITH
PHASE 1
PHASE 1 BOUNDARY
PARCEL BOUNDARY
CONTOUR LINE
LEGEND
31
8F 8F
W W
SS SS
PROPOSED FIRE MAIN
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED STORM DRAIN
FLOOD ZONE BOUNDARY
OVERHEAD EQUIPMENT
LOADING BERTH
PARKING COUNT
100-YR
OHE
R50
'
R
5
0
'
R2
5
'
R20
'
R25'
R
2
5
'
R25
'
R25
'
R
2
5
'
R
2
5
'
R20
'
R
1
5
'
R15'
R
2
0
'
R25
'
R
2
5
'
R50
'
R
5
0
'
R5
0
'
R50'
FIRE PUMP BUILDING
PROPOSED STORM
DRAIN (TYP.)
PROPOSED FIRE MAIN (TYP.)
PROPOSED SEWER
FORCE MAIN (TYP.)
PROPOSED HYDRANT (TYP.)
PROPOSED DOMESTIC
WATER SERVICE
PROPOSED DOMESTIC
WATER SERVICE
PROPOSED GRAVITY
SEWER (TYP.)
PROPOSED WATER MAIN
(TYP.)
PROPOSED WATER MAIN
(TYP.)
PROPOSED HYDRANT (TYP.)
PROPOSED FDC
13'
60
'
13' x 60' LOADING BERTH, TYP.
(25 PROPOSED PER BUILDING)
13' x 60' LOADING BERTH, TYP.
(25 PROPOSED PER BUILDING)
9'
26 26
2525
26
25
19
18
17
18
17
19
19
18
LB LB LB LB
LB
LBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLB
LB
LB
LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB LB
LB
LB
25
OHE OHE OHE OHE OHE OHE
WAREHOUSE
100
DUMPSTER
-
DUMPSTER
-
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
12
W
12
W
12
W
12
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12
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W W W W W W W W W W W W W W W
W
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FM FM FM FM FM FM FM FM FM FM FM FM FM
W W W W W W W W W W W W W W W
FO FO FO FO FO FO FO FO FO FO FO FO FO FOUTUTUTUTUTUTUTUTUTUTUTUTUTUT
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
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1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE
ACHIEVED, THE WATER MAIN CAN BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN THE SAME TRENCH ON A BENCH OF
UNDISTURBED EARTH.
2.A WATER MAIN THAT CROSSES A SEWER SHALL BE LAID A MINIMUM VERTICAL DISTANCE OF 18" FROM THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER, EITHER
ABOVE OR BELOW THE SEWER BUT, IF PRACTICABLE, THE WATER MAIN SHALL BE LOCATED ABOVE THE SEWER. ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO THAT
BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.
3.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER
SIDE OF CROSSING AND STORM DRAIN SHALL BE RC PIPE.
4.A MINIMUM OF 12" SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND OUTSIDE OF OTHER UTILITIES (INCLUDING STORM DRAINS).
5.ALL WATER MAINS SHALL MAINTAIN A MINIMUM OF 30" OF COVER IN ACCORDANCE WITH RULE .0904.
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0904 & .0906)
UT
I
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N
C-5.00
07
/
2
4
/
2
4
1"
=
5
0
'
JR
B
JR
B
JR
B
PROPOSED 6" C900 (DR-18)
PVC SEWER FORCE MAIN
[SEE PROFILE SHEET C-5.11]
PROPOSED BUILDING AND
ASSOCIATED SITE IMPROVEMENTS
(DESIGN BY OTHERS - SEE PLANS
BY NORRIS & TUNSTALL)
EX. 16" WATER MAIN
EX. 8" SEWER FORCE MAIN
EX. 24" RAW WATER MAIN
PROPOSED 12" C900 (DR-18)
PVC WATER MAIN [SEE
PROFILE SHEET C-5.11]
EX. 100' ACCESS &
UTILITY EASEMENT
100'
PROPOSED ROADWAY
EXTENSION
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
NC
G
R
I
D
(
N
A
D
8
3
/
2
0
1
1
)
(1)16" X 12" TAPPING SLEEVE
(1)12" RJ TAPPING GATE VALVE
(1) 8" x 6" TAPPING SLEEVE
(1) 6" TAPPING GATE VALVE
[NOTE - CONTRACTOR HAS POTHOLED
EXISTING UTILITIES TO DETERMINE EXISTING
FORCE MAIN IS DEEP ENOUGH TO ALLOW TAP
TO BE MADE AND NEW FORCE MAIN TO CROSS
UNDER STORM - SEE PROFILE SHEET C-5.11]
PROPOSED WATER AND SEWER MAINS
TO BE INSTALLED BELOW PROPOSED
STORM SYSTEM (SEE PLANS BYNORRIS
& TUNSTALL STORM SYSTEM DETAILS)
PROPOSED BUILDING AND
ASSOCIATED SITE IMPROVEMENTS
(DESIGN BY OTHERS - SEE PLANS
BY NORRIS & TUNSTALL)
PROPOSED BUILDING AND
ASSOCIATED SITE IMPROVEMENTS
(DESIGN BY OTHERS - SEE PLANS
BY NORRIS & TUNSTALL)
(1) 12" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
(2) 6" RJ 45° BENDS
(1) 12" RJ GATE VALVE
(1) 12" RJ PLUG
END PHASE 1
CONSTRUCTION
(2) 12" RJ 45° BENDS
(2) 12" RJ 45° BENDS
US HIGHWAY 421
(150' PUBLIC R/W)
1.THE SCOPE OF THIS PLAN INCLUDES DESIGN AND DETAILS FOR PERMITTING AND CONSTRUCTION OF THE PROPOSED 12" WATER MAIN (PUBLIC) AND PROPOSED 6" SEWER FORCE
MAIN (PUBLIC). ALL OTHER SITE IMPROVEMENTS ON THIS SHEET ARE DESIGNED BY OTHERS AND SHOWN FOR REFERENCE ONLY.
2.PROPOSED WATER MAIN, SEWER FORCE MAIN AND RELATED APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH CFPUA STANDARD DETAILS, SPECIFICATIONS AND
MATERIAL SPECIFICATION MANUAL. REFER TO HTTPS://WWW.CFPUA.ORG/763/CFPUA-TECHNICAL-STANDARDS.
GENERAL NOTES:
(1) 6" RJ GATE VALVE
(1) 12" RJ GATE VALVE
SEE SHEET C-5.01 (MATCHLINE A)
10
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(1) 12" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
PROPOSED PUE
FINAL DIMENSIONS TBD
PROPOSED PUE
FINAL DIMENSIONS TBD
12
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0 2 8 8 5 2
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FM
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FM
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FM
FM
FM
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FM
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FM
FM
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
W
12
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12
W
12
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X X X X
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VAN VAN
12W
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VAN VAN VAN VAN
VANVAN
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8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F 8F
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8F
8F
8F
8F
8F
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8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
8F
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22272.PE
WT
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1.WATER MAINS SHALL BE LAID SO AS TO PROVIDE A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FROM
SEWERS. IF CONDITIONS EXIST SUCH THAT THIS SEPARATION CANNOT BE ACHIEVED, THE WATER MAIN CAN
BE INSTALLED AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, EITHER IN A SEPARATE TRENCH, OR IN
THE SAME TRENCH ON A BENCH OF UNDISTURBED EARTH.
2.A WATER MAIN THAT CROSSES A SEWER SHALL BE LAID A MINIMUM VERTICAL DISTANCE OF 18" FROM THE
OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER, EITHER ABOVE OR BELOW THE SEWER
BUT, IF PRACTICABLE, THE WATER MAIN SHALL BE LOCATED ABOVE THE SEWER. ONE FULL LENGTH OF
WATER PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.
3.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY
SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING AND STORM DRAIN
SHALL BE RC PIPE.
4.A MINIMUM OF 12" SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND OUTSIDE OF
OTHER UTILITIES (INCLUDING STORM DRAINS).
5.ALL WATER MAINS SHALL MAINTAIN A MINIMUM OF 30" OF COVER IN ACCORDANCE WITH RULE .0904.
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0904 & .0906)
UT
I
L
I
T
Y
P
L
A
N
C-5.01
07
/
2
4
/
2
4
1"
=
5
0
'
JR
B
JR
B
JR
B
PROPOSED 6" C900 (DR-18)
PVC SEWER FORCE MAIN
[SEE PROFILE SHEET C-5.11]
PROPOSED 12" C900 (DR-18)
PVC WATER MAIN [SEE
PROFILE SHEET C-5.11]
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
NC
G
R
I
D
(
N
A
D
8
3
/
2
0
1
1
)
1.PROPOSED WATER MAIN, SEWER FORCE MAIN AND RELATED APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE WITH CFPUA STANDARD DETAILS, SPECIFICATIONS AND MATERIAL SPECIFICATION
MANUAL. REFER TO HTTPS://WWW.CFPUA.ORG/763/CFPUA-TECHNICAL-STANDARDS.
GENERAL NOTES:
SEE SHEET C-5.00 (MATCHLINE A)
SSMH-7
SSMH-6
SSMH-5
SSMH-4
SSMH-3
SEE SHEET C-5.02 (MATCHLINE C)
SE
E
S
H
E
E
T
C
-
5
.
0
2
(
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A
T
C
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0
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A
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H
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)
SSMH-2
PROPOSED 45' R/W
PROPOSED 15' PUBLIC
UTILITY EASEMENT
PROPOSED 8" C900 (DR-18)
PVC WATER MAIN
(1) 8" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
(1) 8" RJ GATE VALVE
PROPOSED PARKING
PROPOSED ROADWAY
PROPOSED BUILDING
PROPOSED TRUCK COURT
PROPOSED BUILDING
PROPOSED PARKING
PROPOSED ROADWAY
EXTENSION
PROPOSED 15' PUBLIC
UTILITY EASEMENT
PROPOSED 45' R/W
2" DOMESTIC SERVICE TAP
(1) 12" X 2" TAPPING SADDLE
(1) 2" GATE VALVE(1) 2" METER ASSEMBLY
(1) 2" RPZ BACKFLOW PREVENTOR
WITH FIBERGLASS ENCLOSURE
(1) 2" METER ASSEMBLY
(1) 2" RPZ BACKFLOW PREVENTOR
WITH FIBERGLASS ENCLOSURE
(1) 12" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
PROPOSED TRUCK COURT
PROPOSED PUMP STATION
PROPERTY BOUNDARY
PROPOSED PUMP STATION
(SEE DETAILS)
PROPOSED 6" C900 (DR-18)
PVC SEWER FORCE MAIN
[SEE PROFILE SHEET C-5.12]
(1) 12" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
(1) 12" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
(1) 12" RJ TEE
(1) 12" RJ GATE VALVE
(1) 12" RPZ BACKFLOW PREVENTOR
WITH FIBERGLASS ENCLOSURE
(2) 12" RJ 45° BENDS
PROPOSED FIRE PUMP HOUSE
(DESIGN BY OTHERS)
PROPOSED FIRE DEPARTMENT CONNECTION
(2) 8" RJ 45° BENDS
PROPOSED 8" C900
(DR-18) PVC FIRE MAIN
PROPOSED 8" C900
(DR-18) PVC FIRE MAIN
PROPOSED 8" C900
(DR-18) PVC FIRE MAIN
(1) 8" RJ TEE
(1) 8" RJ GATE VALVE
(1) 8" MJ TEE
(1) 8" MJ GATE VALVE
(1) 8" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
(1) HYDRANT ASSEMBLY
PROPOSED 8" C900
(DR-18) PVC FIRE MAIN
PROPOSED 8" C900 (DR-18) GRAVITY
SEWER [SEE PROFILE SHEET C-5.13]PROPOSED 6" SCH. 40 PVC
SEWER SERVICE @ 1% (MIN.)
PROPOSED 6" SCH. 40 PVC
SEWER SERVICE @ 1% (MIN.)
(1) 8" X 6" RJ TEE
(2) 8" RJ GATE VALVES
(1) 8" RJ PLUG
(1) 12" RJ TEE
(1) 12" X 8" RJ REDUCER
(1) 8" RJ GATE VALVE
(1) 2" DOMESTIC SERVICE TAP
2" HDPE WATER SERVICE
(SEE PUMP STATION DETAILS)
FUTURE BUILDING
FUTURE PARKING
PROPOSED 8" C900 (DR-18) GRAVITY
SEWER [SEE PROFILE SHEET C-5.12]
[PRIVATE]
[PRIVATE]
[PRIVATE]
[PRIVATE]
10
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(1) SAMPLING STATION
(1) 12" RJ GATE VALVE
PROPOSED PUE
FINAL DIMENSIONS TBD
SSMH-5A
PROPOSED PUE
FINAL DIMENSIONS TBD
PROPOSED PUE
FINAL DIMENSIONS TBD
PROPOSED PUE
FINAL DIMENSIONS TBD
PROPOSED PUE
FINAL DIMENSIONS TBD
PROPOSED PUE
FINAL DIMENSIONS TBD
(1) 8" X 6" RJ TEE
(1) HYDRANT ASSEMBLY
PROPOSED 15' PUBLIC
UTILITY EASEMENT
PROPOSED 45' R/W
PROPOSED PUE
FINAL DIMENSIONS TBD
PROPOSED PUE
FINAL DIMENSIONS TBD
2" DOMESTIC SERVICE TAP
(1) 12" X 2" TAPPING SADDLE
(1) 2" GATE VALVE
PROPOSED 15' PUBLIC
UTILITY EASEMENT
PROPOSED ACCESS & PUBLIC
UTILITY EASEMENT
12
/
1
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2
4
2.
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N O R T H CAROLIN
A
PR O FESSION
ENGIN E E R
SEAL
A
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R
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0 2 8 8 5 2
12/17/24
8W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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12
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VAN VAN VAN VAN
CO
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8F
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8F
8F
8F
8F
8F
8F
8F
8F
8F
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8F
8F
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SS
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SS
SS
(144)DAR
(72)IA
(291) PP
(9)RB
(10)LBE
(16)RB
(19)QE
(81)IU
(29)PV
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SITE
VICINITY MAP
SCALE: 1" = 2,000'
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
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LANDSCAPE CALCULATIONS:
FOUNDATIONS PLANTINGS
1.FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE
BUILDING WITH ACCESS DOORS AND FROM THE REAR OF THE BUILDING
WHEN LESS THAN 10 PERCENT OF THE TOTAL REQUIRED PARKING IS
LOCATED IN THE REAR.
REQUIRED: 2,184 SF = (728' X 25') = 18,200 X 12%
PROVIDED :3,199 SF
INTERIOR PARKING AREA
REQUIRED:3,689 SF = (46,118 SF X 8%) = 25
TREES (1 PER 144 SF)
PROVIDED:3,756 SF
25 TREES
SITE DATA TABULATION
PROJECT ADDRESS:3930 US HWY 421 N
WILMINGTON, NC 28401
PROPERTY OWNER:WTC LAND COMPANY, LLC
3105 GLENWOOD AVE SUITE 105
RALEIGH, NC 27612
PARCEL ID: R02400-001-037-000
DEED BOOK / PAGE:6668 / 2260
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±186.89 ACRES OR 8,140,791 SF
PHASE 1 SITE AREA:±43.72 ACRES OR 1,904,474 SF (INCLUDING
ACCESS IMPROVEMENTS OUTSIDE OF PARCEL)
PROPOSED USE:WAREHOUSING / MANUFACTURING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720320000L & 3720321000K,
DATED AUGUST 28, 2018
PROPOSED PROPERTY
LINE / LOT 4 BOUNDARY
FOUNDATION
PLANTINGS, TYP.
STREETYARD
LANDSCAPINGPROPOSED BUILDING 4
152,880 SF
LOT 4
±9.25 AC OR 402,981 SF
PROPOSED PINE TREES ALONG PARKING CREDITED
AS REQUIRED PARKING LOT LANDSCAPING
PINE REFORESTATION PROPOSED TO COMPLY WITH
THE TREE RETENTION STANDARDS OF THE UDO
STREET YARD
LOT 4
REQUIRED:498 LF - 64 LF DRIVEWAYS = 434 LF
= 10,850 SF (434' X 25)
= 18 TREES & 109 SHRUBS
PROVIDED:14,412 SF
18 TREES & 110 SHRUBS
TREE RETENTION
1.A MINIMUM OF 15 TREES OF AT LEAST TWO CALIPER INCHES SHALL BE
RETAINED OR PLANTED FOR EACH ACRE DISTURBED.
REQUIRED (OVERALL PROJECT): 2,805 TREES (187 X 15)
PROVIDED:359 (LOT 4)
83 (LOT 7)
REMAINING:2,363 TREES
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE
PARKING LOT LANDSCAPING
CF 1 CERCIS CANADENSIS 'FOREST PANSY' / FOREST PANSY REDBUD 2" CAL. (MIN.)
PP2 14 PINUS PALUSTRIS / LONGLEAF PINE 2" CAL. (MIN.)
LBE 10 ULMUS PARVIFOLIA `BOSQUE` / BOSQUE LACEBARK ELM 2" CAL. (MIN.)
RETENTION TREES
RB 25 CERCIS CANADENSIS `FOREST PANSY` / FOREST PANSY REDBUD 2" CAL. (MIN.)
PP 291 PINUS PALUSTRIS / LONGLEAF PINE 2" CAL. (MIN.)
STREET YARD LANDSCAPING - TREES
QE 18 QUERCUS PHELLOS / HIGHTOWER® WILLOW OAK 2" CAL. (MIN.)
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER
FOUNDATION PLANTINGS
IA 72 ILEX CORNUTA / CARISSA HOLLY 3 GAL, 3.5' OC
DAR 144 LOROPETALUM C. `DARUMA` / DARUMA LOROPETALUM 3 GAL, 2.5' OC
STREET YARD LANDSCAPING - SHRUBS
IU 81 ILEX VOMITORIA 'BORDEAUX' / DWARF YAUPON HOLLY 12" H MIN, 3' OC
PV 29 PITTOSPORUM T. `VARIEGATA` / VARIEGATED MOCK ORANGE 12" H MIN, 5' OC
PLANT SCHEDULE LOT 4
LANDSCAPE NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWER/WATER CONNECTIONS OR AS
OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY
AND ALL PUBLIC OR PRIVATE UTILITIES.
3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF
NURSERYMEN'S STANDARDS.
4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/
OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE
LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING AREAS
EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE
STRAW MULCH UNLESS OTHERWISE NOTED.
5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF
PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND
THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED AND EXISTING TREES)
SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER.
6.WEED BARRIER FABRIC SHALL BE INSTALLED BY LANDSCAPE CONTRACTOR IN ACME WAY AND
CORPORATE DRIVE BUFFER LOCATIONS.
7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR MAINTAINING THE SITE DURING CONSTRUCTION
IN A MANNER THAT PROMOTES HEALTHY, VIABLE LANDSCAPE AND TURF MATERIAL.
8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS FOR HEALTHY,VIABLE PLANT
MATERIAL IN THE QUANTITIES RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE
STATE DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE.
9.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL
TESTING LABORATORY.
10.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR.
11.LANDSCAPE CONTRACTOR SHALL APPLY PRE AND POST EMERGENT HERBICIDES, FUNGICIDES, OR OTHER WEED
CONTROL METHODS TO KEEP THE SITE FREE OF WEEDS FROM BEGINNING OF LANDSCAPE CONTRACTOR'S
CONSTRUCTION TO TIME THE SITE IS TURNED OVER TO OWNER FOR MAINTENANCE. INSTALL WEED BARRIER FABRIC IN
MULCHED AND PLANTED AREAS WITHOUT PRESERVED EXISTING VEGETATION FOR ADDITIONAL WEED CONTROL. THIS
DOES NOT APPLY TO SEEDED OR SODDED AREAS.
12.IRRIGATION, IF INSTALLED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE
OF NORTH CAROLINA.
12.1.AUTOMATED IRRIGATION PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL BE SUBMITTED TO THE
OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF THE
MATERIALS.
13.UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE, ALL DISTURBED AREAS TO BE SEEDED WITH
PERM. SEED PER EROSION CONTROL PLANS AND/OR NOTES.
14.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS BEEN RAKED
AND ROLLED TO ACCEPT THE SOD/SEED. FINE GRADE AS NEEDED. LANDSCAPE CONTRACTOR TO COORDINATE ROUGH
GRADE SCHEDULE WITH GENERAL CONTRACTOR AND NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES IN GRADE OR TIMELINE. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD
SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER
INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND
UNLEVELED GROUND.
15.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE CONTRACTOR ORDERING OR
INSTALLING TURF GRASS.
16.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT
INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT
DISTANCE TRIANGLE.
17.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT
INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT
DISTANCE TRIANGLE.
18.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE ONCE THE
PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE PROJECT IS THE
CONTRACTOR'S RESPONSIBILITY.
19.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL FOR A PERIOD OF 12 MONTHS OF
ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL
REPLACE PLANTS WITHIN 1 MONTH OF NOTIFICATION OF THE NEED FOR PLANT REPLACEMENT.
20.NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE PLANS AND SITE CONDITIONS
PRIOR TO ORDERING MATERIALS, PERFORMING WORK, OR INSTALLING MATERIALS.
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JR
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SITE
VICINITY MAP
SCALE: 1" = 2,000'
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALEGRAPHIC SCALE
NA
D
8
3
(
2
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1
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LANDSCAPE CALCULATIONS:
FOUNDATIONS PLANTINGS
1.FOUNDATION PLANTINGS ARE EXEMPT FROM PORTIONS OF THE
BUILDING WITH ACCESS DOORS AND FROM THE REAR OF THE BUILDING
WHEN LESS THAN 10 PERCENT OF THE TOTAL REQUIRED PARKING IS
LOCATED IN THE REAR.
REQUIRED: 2,184 SF = (728' X 25') = 18,200 X 12%
PROVIDED :3,199 SF
INTERIOR PARKING AREA
REQUIRED:3,761 SF = (47,007 SF X 8%) = 26
TREES (1 PER 144 SF)
PROVIDED:4,181 SF
26 TREES
SITE DATA TABULATION
PROJECT ADDRESS:3930 US HWY 421 N
WILMINGTON, NC 28401
PROPERTY OWNER:WTC LAND COMPANY, LLC
3105 GLENWOOD AVE SUITE 105
RALEIGH, NC 27612
PARCEL ID: R02400-001-037-000
DEED BOOK / PAGE:6668 / 2260
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL SITE AREA:±186.89 ACRES OR 8,140,791 SF
PHASE 1 SITE AREA:±43.72 ACRES OR 1,904,474 SF (INCLUDING
ACCESS IMPROVEMENTS OUTSIDE OF PARCEL)
PROPOSED USE:WAREHOUSING / MANUFACTURING
FLOOD INFORMATION:THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD
HAZARD AREA AS DETERMINED BY FEMA
FLOOD PANELS 3720320000L & 3720321000K,
DATED AUGUST 28, 2018
PROPOSED PROPERTY
LINE / LOT 7 BOUNDARY
FOUNDATION
PLANTINGS, TYP.
STREETYARD
LANDSCAPING
STREET YARD
REQUIRED (PRIMARY - ROAD A):501 LF - 64 LF DRIVEWAYS = 437 LF
= 10,925 SF (437' X 25)
= 18 TREES & 109 SHRUBS
PROVIDED:13,400 SF
18 TREES AND 109 SHRUBS
REQUIRED (SECONDARY):810 LF - 39 LF DRIVEWAYS = 771 LF
= 9,638 SF (771' X 25 X 50%)\
= 16 TREES & 96 SHRUBS
PROVIDED:20,440 SF
16 TREES AND 96 SHRUBS
LANDSCAPE NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.TREES SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM SEWER/WATER CONNECTIONS OR AS
OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY
AND ALL PUBLIC OR PRIVATE UTILITIES.
3.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN ASSOCIATION OF
NURSERYMEN'S STANDARDS.
4.NO TREE, OTHER THAN THOSE SHOWN ON APPROVED PLANS FOR REMOVAL WITH THESE PLANS AND/
OR TREE REMOVAL PERMIT PLANS, SHALL BE REMOVED WITHOUT WRITTEN AUTHORIZATION FROM THE
LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ALL SHRUB BEDS AND/OR PLANTING AREAS
EXCLUDING TURF AREAS SHALL BE MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE
STRAW MULCH UNLESS OTHERWISE NOTED.
5.ALL PLANTS, 4 FEET OR LESS APART, WILL BE CONNECTED IN ONE PLANTING BED. ALL GROUPS OF
PLANTS SHOULD BE WITHIN ONE PLANTING BED WITH THE EDGE OF MULCH EXTENDING 2 FEET BEYOND
THE EDGE OF PLANT MASS. ALL SINGLE TREES (INCLUDING BOTH PROPOSED AND EXISTING TREES)
SHOULD HAVE A CIRCLE OF MULCH NOT LESS THAN 5 FEET DIAMETER.
6.WEED BARRIER FABRIC SHALL BE INSTALLED BY LANDSCAPE CONTRACTOR IN ACME WAY AND
CORPORATE DRIVE BUFFER LOCATIONS.
7.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE OR MAINTAINING THE SITE DURING CONSTRUCTION
IN A MANNER THAT PROMOTES HEALTHY, VIABLE LANDSCAPE AND TURF MATERIAL.
8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS FOR HEALTHY,VIABLE PLANT
MATERIAL IN THE QUANTITIES RECOMMENDED BY THE SOIL TESTING LABORATORY, THIRD PARTY RECOGNIZED BY THE
STATE DEPARTMENT OF AGRICULTURE OR AS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE.
9.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL
TESTING LABORATORY.
10.ANY AND ALL SUBSTITUTIONS OF PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER'S
REPRESENTATIVE. FAILURE IN OBTAINING APPROVAL MAY RESULT IN LIABILITY TO THE CONTRACTOR.
11.LANDSCAPE CONTRACTOR SHALL APPLY PRE AND POST EMERGENT HERBICIDES, FUNGICIDES, OR OTHER WEED
CONTROL METHODS TO KEEP THE SITE FREE OF WEEDS FROM BEGINNING OF LANDSCAPE CONTRACTOR'S
CONSTRUCTION TO TIME THE SITE IS TURNED OVER TO OWNER FOR MAINTENANCE. INSTALL WEED BARRIER FABRIC IN
MULCHED AND PLANTED AREAS WITHOUT PRESERVED EXISTING VEGETATION FOR ADDITIONAL WEED CONTROL. THIS
DOES NOT APPLY TO SEEDED OR SODDED AREAS.
12.IRRIGATION, IF INSTALLED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED IRRIGATION CONTRACTOR IN THE STATE
OF NORTH CAROLINA.
12.1.AUTOMATED IRRIGATION PLANS AND SPECIFICATIONS FOR THE IRRIGATION DESIGN SHALL BE SUBMITTED TO THE
OWNER OR OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF THE
MATERIALS.
13.UNLESS OTHERWISE SPECIFIED BY OWNER OR OWNER'S REPRESENTATIVE, ALL DISTURBED AREAS TO BE SEEDED WITH
PERM. SEED PER EROSION CONTROL PLANS AND/OR NOTES.
14.THE CONTRACTOR SHALL PREPARE ALL SEEDED OR SODDED AREAS TO ASSURE THAT THE SUBGRADE HAS BEEN RAKED
AND ROLLED TO ACCEPT THE SOD/SEED. FINE GRADE AS NEEDED. LANDSCAPE CONTRACTOR TO COORDINATE ROUGH
GRADE SCHEDULE WITH GENERAL CONTRACTOR AND NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES IN GRADE OR TIMELINE. ALL SOD/SEED AREAS MUST BE IRRIGATED OR HAND WATERED. ALL SOD
SHALL BE PLACED WITH STAGGERED JOINTS AND NO GAPS BETWEEN SOD JOINTS. SOD SHOULD BE ROLLED AFTER
INSTALLATION. ALL SEEDED AND/OR SODDED AREAS SHOULD PROVIDE A SMOOTH SURFACE FREE OF DIPS AND
UNLEVELED GROUND.
15.LANDSCAPE CONTRACTOR TO VERIFY OWNER'S SEED OR SOD PREFERENCE PRIOR TO THE CONTRACTOR ORDERING OR
INSTALLING TURF GRASS.
16.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT
INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT
DISTANCE TRIANGLE.
17.ALL VEGETATION PROPOSED WITHIN SIGHT DISTANCE AREAS SHALL NOT INTERFERE WITH SIGHT DISTANCE AT
INTERSECTIONS FROM 30" TO 10'. LIMB TREES OR TRIM EXISTING VEGETATION AS NEEDED WITHIN THE 10' X 70' SIGHT
DISTANCE TRIANGLE.
18.CONTRACTOR IS RESPONSIBLE FOR REMOVING TRASH, DEBRIS AND EXCESS MATERIALS FROM THE JOB SITE ONCE THE
PROJECT IS COMPLETE. SECURING ANY MATERIALS LEFT ON SITE DURING THE COURSE OF THE PROJECT IS THE
CONTRACTOR'S RESPONSIBILITY.
19.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL FOR A PERIOD OF 12 MONTHS OF
ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER OR OWNER'S REPRESENTATIVE. CONTRACTOR SHALL
REPLACE PLANTS WITHIN 1 MONTH OF NOTIFICATION OF THE NEED FOR PLANT REPLACEMENT.
20.NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE PLANS AND SITE CONDITIONS
PRIOR TO ORDERING MATERIALS, PERFORMING WORK, OR INSTALLING MATERIALS.
PROPOSED BUILDING 7
152,880 SF
ROAD B
PROPOSED 45'
PRIVATE RIGHT-OF-WAY
RO
A
D
A
PR
O
P
O
S
E
D
4
5
'
PR
I
V
A
T
E
R
I
G
H
T
-
O
F
-
W
A
Y
LOT 7
±9.31 AC OR 405,378 SF
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE
PARKING LOT LANDSCAPING
CF 6 CERCIS CANADENSIS 'FOREST PANSY' / FOREST PANSY REDBUD 2" CAL. (MIN.)
LBE 20 ULMUS PARVIFOLIA `BOSQUE` / BOSQUE LACEBARK ELM 2" CAL. (MIN.)
RETENTION TREES
RB 23 CERCIS CANADENSIS `FOREST PANSY` / FOREST PANSY REDBUD 2" CAL. (MIN.)
STREET YARD LANDSCAPING - TREES
QE 34 QUERCUS PHELLOS / HIGHTOWER® WILLOW OAK 2" CAL. (MIN.)
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER
FOUNDATION PLANTINGS
IA 72 ILEX CORNUTA / CARISSA HOLLY 3 GAL, 3.5' OC
DAR 144 LOROPETALUM C. `DARUMA` / DARUMA LOROPETALUM 3 GAL, 2.5' OC
STREET YARD LANDSCAPING - SHRUBS
IU 128 ILEX VOMITORIA 'BORDEAUX' / DWARF YAUPON HOLLY 12" H MIN, 3' OC
PV 77 PITTOSPORUM T. `VARIEGATA` / VARIEGATED MOCK ORANGE 12" H MIN, 5' OC
PLANT SCHEDULE LOT 7
TREE RETENTION
1.A MINIMUM OF 15 TREES OF AT LEAST TWO CALIPER INCHES SHALL BE
RETAINED OR PLANTED FOR EACH ACRE DISTURBED.
REQUIRED (OVERALL PROJECT): 2,805 TREES (187 X 15)
PROVIDED:359 (LOT 4)
83 (LOT 7)
REMAINING:2,363 TREES