HomeMy WebLinkAboutPreliminary Plan and Site PlanGENERAL NOTES:
1, NEW HANOVER COUNTY PARCEL NOS.:
PIN 313414.33.1323.000 / PID R07600-006-042-000
PIN 313414.33.6735.000 / PID R07606-003-002-000
SITE ADDRESS: 5322 CAROLINA BEACH ROAD
2. TOTAL TRACT AREA: 552,552 S.F. = 12.68 AC.±
3. ZONING DISTRICT: RMF-M
SETBACKS:
FRONT SETBACK - 18'
REAR SETBACK - 15'
SIDE SETBACK - 10' (STREET)
20' SEPARATION BETWEEN STRUCTURES
4, THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE
PER FEMA FLOOD INSURANCE RATE MAP #3720313400K,
EFFECTIVE DATE AUGUST 28, 2018.
5. LAND CLASSIFICATION: URBAN
6. THIS PROPERTY DOES NOT CONTAIN WETLANDS AS VERIFIED BY
THE UPACE.
=iXiII- 912:,L
BUILDINGS -
96,000 S.F.
DRIVEWAYS -
30,200 S.F.
PAVEMENT -
95,400 S.F.
CONCRETE -
15.700 S.F.
TOTAL - 237,300 S.F. (43.0%)
P p'1 $p'1 fL
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\ \ \ EH \ BREWSTER PLACE OI
PID: R07600-006
\ DB 2PG
ZONING: R.
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DEVELOPMENT DATA:
TOTAL TRACT AREA = 552,552 S.F. = 12.68 AC.±
PROPOSED DENSITY
146 APARTMENT UNITS
54 TOWNHOME UNITS
200 UNITS/12.68 AC = 15.8 UNITS/AC
UNIT BREAKDOWN -
4 APARTMENT BUILDINGS - 48-2BR = 48 UNITS
98-1BR = 98 UNITS
14 TOWNHOME BUILDINGS - 54-3BR = 54 UNITS
200 TOTAL UNITS & 356 TOTAL BEDROOMS
APARTMENT PARKING -
REQUIRED: 1.5 SPACES/1 BEDROOM UNIT &
2 SPACES/2 & 3 BEDROOM UNITS
=1.5x98 + 2x48 = 243 SPACES REQUIRED
PROPOSED: 257 SPACES PROVIDED
OPEN SPACE -
REQUIRED = 20% = 12.68 AC. x 0.20 = 2.54 AC
PROVIDED = 5.0 AC.
BLDG. HGTS. - 3 STORY MAXIMUM
UTILITY CAPACITY REQUESTS:
PROPOSED SEWER CAPACITY -
146 UNITS @ 240 GPD = 35,040 GPD
54 UNITS @ 360 GPD = 19,440 GPD
SEWER TOTAL = 54,480 GPD
PROPOSED WATER CAPACITY -
200 UNITS @ 400 GPD = 80,000 GPD
STORM WATER '
DETENTION BASIN STORM WATER
\-49'06'52"W
DETENTION BASIN
___--___�-._________________ASOC., IN• S50_19'27"W 381.5 ' < S49'59'07"W 73.50' S50'10'22"W 132.00' W
29.02' ♦ • •. a • • a a • • ♦ ♦ �. �. a - I •
23-000 N/F UCHTLER, THOMAS F. JR DAY, TARA ETAL ITROS C$ HOA,
913 CITRUS COVE HOA, INC. A
O PID: R07600-006-290-000 PI : R07600-006-292-0 0 PID: R076003 PG 1893-000 PID R07600 006-29
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5' SIDEWALK 4,5' PLAZA 12"12
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CURB
PRIVATE ROW X—SECTION
N.T,S
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MATAVA, GARY J. ETAL
PID: R07600-006-043-000
DB 5531 PG 2200
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RING: B-2
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GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 ft.
®1Revision.
Designer
GSP
Scale
1 "=80'
Drawn By
Date
GSP
Februory 2024
License #
Job No.
P-0718
2022-0012
5322 CAROLINA BEACH ROAD
Wilmington New Hanover County North Carolina
OVERALL PRELIMINARY PLAN
PREPARED FOR:
MHMJ LLC
213 Racine Drive, Suite 100
Wilmington, NC 28403
910-799-3006
Sheet No.
C-1
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EROSION CONTROL NOTES
1. SEDIMENT BASIN WILL BE PUMPED DOWN BY MECHANICAL MEANS
WHEN SEDIMENT REACHES 50% STORAGE ELEVATION AND
MUCKED OUT.
2. PRIOR TO USE AS AN WET DETENTION BASIN, SEDIMENT BASIN
WILL BE MUCKED OUT.
3. PRIOR TO THE CREATION OF ANY IMPERVIOUS SURFACES THE
FINAL POND DESIGN SHOULD BE BUILT.
\ DRAINAGE NOTES
1. ALL IMPERVIOUS SURFACES TO DRAIN TO PROPOSED WET DETENTION BASINS.
\ GRADING NOTES:
1. ALL STORM INLETS WITHIN DISTURBANCE AREA TO HAVE EITHER INLET PROTECTION OR
A SILT SACK INSTALLED.
PUMPING NOTES:
1, SEDIMENT LADEN PUMP DISCHARGE IS ONLY ALLOWED IF ITS DISCHARGED AT OR BELOW 50 NTU'S WITHOUT EROSIVE
VELOCITY AT THE POINT OF DISCHARGE, INFILTRATED ONSITE OUTSIDE ANY WETLANDS WITH NO RUNOFF, OR BY USING
PAMS WITH A LIQUID INJECTION SYSTEM DISCHARGING INTO A DIRT BAG PLACED ON A STABLE SURFACE.
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10 0 25 50 100
1 inch = 50 ft.
Revision
Designer
GSP
Scale
1 "=50'
Drawn By
Date
GSP
Februor 2024
License #
Job No.
P-0718
2022-0012
5322 CAROLINA BEACH ROAD
Wilmington New Hanover County North Carolina
DETAILED PRELIMINARY PLAN
PREPARED FOR:
MHMJ LLC
213 Racine Drive, Suite 100
Wilmington, NC 28403
910-799-3006
GSP CONSULTING,rPLLIC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659
Sheet No.
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ZONING: 6-2 �
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TREES TO REMAIN
7" OAK
1
8" PINE
11
8" OAK
21
9" PINE
20
9" OAK
10
10" PINE
28
10" OAK
5
11" PINE
18
11" OAK
5
12" PINE
15
12" OAK
4
13" PINE
17
13" OAK
2
14" PINE
30
14" OAK
5
15" PINE
13
15" OAK
2
16" PINE
19
17" OAK
1
17" PINE
16
24" OAK
1
18" PINE
8
4" MAG
1
19" PINE
7
5" MAG
1
20" PINE
6
6" MAG
2
21" PINE
1
8" MAG
1
22" PINE
1
9" MAG
1
2411 PINE
1
7" MAPLE
1
27" PINE
2
8" MAPLE
1
28" PINE
1
12" MAPLE
1
7" GUM
1
20" MAPLE
1
8" GUM
2
9" GUM
1
TREES TO BE REMOVED
10" MAPLE
4
7" PINE
2
11" MAPLE
1
8" PINE
15
12" MAPLE
1
9" PINE
9
14" MAPLE
1
10" PINE
92
15" MAPLE
2
11" PINE
31
6" GUM
1
12" PINE
46
14" GUM
3
13" PINE
40
9" BIRCH
1
14" PINE
49
8" OAK
13
15" PINE
28
9" OAK
8
16" PINE
14
10" OAK
8
17" PINE
16
11" OAK
3
18" PINE
6
12" OAK
2
19" PINE
8
13" OAK
1
20" PINE
5
23" PINE
1
4" MAG
2
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GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
1 Revision
i
Designer
GSP
Scale
AS SHOWN
Drawn By
Date
GSP
Februory 2024
License #
Job No.
P-0718
2022-0012
5322 CAROLINA BEACH ROAD
Wilmington New Hanover County North Carolina
TREE INVENTORY PLAN
PREPARED FOR:
MHMJ LLC
213 Racine Drive, Suite 100
Wilmington, NC 28403
910-799-3006
GSP C0NSULT1NGJPLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-442-7870 fax: 910-799-6659
Sheet No.
C-3