6621 Amsterdam Way Conceptual Plan 2.12.2020FE
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PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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NOTICE REQUIREDALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENTOF EXCAVATION OR DEMOLITION.CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.CONTACT THESE UTILITIES
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TREE 6OAK 16
OAK 14OAK 14
TREE 4
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DITCH DITCH DITCH
DITCH
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HOWARD HOWARD & FINE LLC.
PIN: R04315-003-007-000
DB 4902 PG 900
MB 31 PG 120
ZONING: I-1-INDUSTRIAL DISTRICT
THE CAMP GROUP LLC.
PIN: R04315-003-009-000
DB 6193 PG 1804
MB 31 PG 120
ZONING: I-1-INDUSTRIAL DISTRICT
BRUCE W & JILL R SCOTT
PIN: R04315-009-017-000
DB 2538 PG 495
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
THOMAS J & AMY S SURRATT
PIN: R04315-009-014-000
DB 4598 PG 347
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
KYLE E & ONICA COLE KIRCH
PIN: R04315-009-013-000
DB 5836 PG 539
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
15' DRAIN
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MB 30 PG
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MB 30 PG 200
BUFFER & DRAINAG
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BUFFER & DRAIN
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MB 31 PG 120
OHE OHE OHE OHE OHE OHE OHE OHE
PUMP
HSE UTILITY
EXISTING
BUILDING
FFE=43.15
EXISTING
BUILDING
FFE=43.42
AMSTERDAM WAY
60' PUBLIC R/W (MB 30 PG 68)
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
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19500.PE
GENERAL NOTES:
1.)EXISTING CONDITIONS SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. ON
01/10/2020.
2.) THIS PROJECT LIES WITHIN FLOOD ZONE X ACCORDING TO FEMA MAP NUMBER
3720314800K, WITH AN EFFECTIVE DATE OF AUGUST 28, 2018. "ZONE X" IS AREA
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
SITE
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CITY
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VICINITY MAP
SCALE: 1" = 500'
0 10 20 40 80
SCALE: 1"=20'
GRAPHIC SCALE
3,606 SF EXISTING
ASPHALT TO BE
REMOVED
575 SF EXISTING ASPHALT
TO BE REMOVED
2,328 SF EXISTING BUILDING
TO BE REMOVED
90 SF EXISTING SIDEWALK
TO BE REMOVED
50 SF EXISTING SIDEWALK
TO BE REMOVED
EXISTING PUMP HOUSE AND
UTILITIES TO BE REMOVED
SITE INFORMATION:
PIN:R04315-003-008-000
PROJECT ADDRESS:6621 AMSTERDAM WAY
TOTAL SITE AREA:$&
ZONING DISTRICT:I-1
DEED BOOK/ PAGE:DB 5696 PG 126
MAP BOOK/ PAGE:MB 31 PG 120
LAND CLASSIFICATION:URBAN
OWNER INFORMATION:BRASS NICKEL PROPERTIES, LLC.
6621 AMSTERDAM WAY
WILMINGTON, NC 28405
IMPERVIOUS CALCULATIONS:
EXISTING IMPERVIOUS:22,241 SF*
EXISTING IMPERVIOUS TO BE REMOVED:6,730 SF
TOTAL REMAINING IMPERVIOUS:15,541 SF
*FIGURE INCLUDES NET NEW IMPERVIOUS ADDED IN 2013.
75 SF EXISTING
SIDEWALK TO BE
REMOVED
APPROXIMATE LOCATION OF
EXISTING WATER SERVICE
APPROXIMATE LOCATION OF
EXISTING WATER MAIN
APPROXIMATE LOCATION OF
EXISTING 8" SEWER MAIN
6 SF EXISTING ASPHALT
TO BE REMOVED
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TREE 6OAK 16
OAK 14OAK 14
TREE 4
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HOWARD HOWARD & FINE LLC.
PIN: R04315-003-007-000
DB 4902 PG 900
MB 31 PG 120
ZONING: I-1-INDUSTRIAL DISTRICT
THE CAMP GROUP LLC.
PIN: R04315-003-009-000
DB 6193 PG 1804
MB 31 PG 120
ZONING: I-1-INDUSTRIAL DISTRICT
BRUCE W & JILL R SCOTT
PIN: R04315-009-017-000
DB 2538 PG 495
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
THOMAS J & AMY S SURRATT
PIN: R04315-009-014-000
DB 4598 PG 347
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
KYLE E & ONICA COLE KIRCH
PIN: R04315-009-013-000
DB 5836 PG 539
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
15' DRAI
N
A
G
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E
S
M
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MB 30 PG
2
0
0
15' DRAINAGE ESMT
MB 30 PG 200
BUFFER & DRAINAG
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MB 31 PG 120
BUFFER & DRAINAG
E
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MB 31 PG 120
OHE OHE OHE OHE OHE OHE OHE OHE
EXISTING
BUILDING
FFE=43.42
AMSTERDAM WAY
60' PUBLIC R/W (MB 30 PG 68)
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
IPFIPF
IPF
IPF
IPF
IPF
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224.91'
IRS
W
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50' FRONT SETBACK
97.42' RE
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25' STREETYARDWW W W W W W W W W W W W
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C-2.1
19500.PE
SITE INFORMATION:
PIN:R04315-003-008-000
PROJECT ADDRESS:6621 AMSTERDAM WAY
TOTAL SITE AREA:$&
ZONING DISTRICT:I-1
DEED BOOK/ PAGE:DB 5696 PG 126
MAP BOOK/ PAGE:MB 31 PG 120
LAND CLASSIFICATION:URBAN
PROPOSED USE:LIGHT INDUSTRIAL FLEX SPACE
OWNER INFORMATION:BRASS NICKEL PROPERTIES, LLC.
6621 AMSTERDAM WAY
WILMINGTON, NC 28405
SETBACK REQUIREMENTS:
FRONT: 50'
SIDE: 0' (ADJACENT TO SAME ZONING)
REAR: 4.33 x BLDG. HGT. = 4.33 x 22.5' = 97.42'
IMPERVIOUS CALCULATIONS:
EXISTING IMPERVIOUS 22,241 SF*
EXISTING IMPERVIOUS TO BE REMOVED:6,730 SF
TOTAL REMAINING IMPERVIOUS:15,511 SF
PROPOSED IMPERVIOUS:13,752 SF
BUILDING:8,048 SF
PAVEMENT:5,421 SF
SIDEWALK:283 SF
TOTAL IMPERVIOUS:29,263 SF (13,752 SF + 15,511 SF)
NET IMPERVIOUS ADDED IN 2013:2,963 SF
NET NEW IMPERVIOUS:7,022 SF (29,263 SF - 22,241 SF)
CUMULATIVE NET NEW IMPERVIOUS:9,985 SF
*FIGURE INCLUDES NET NEW IMPERVIOUS ADDED IN 2013.
SITE
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CITY
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VICINITY MAP
SCALE: 1" = 500'
0 10 20 40 80
SCALE: 1"=20'
GRAPHIC SCALE
PARKING CALCULATIONS:
REQUIRED:21 SPACES (1.5 SPACES PER 2 EMPLOYEES ON
GREATEST SHIFT OF EMPLOYMENT, 1 VISITOR
SPACE PER 10 MANAGERIAL PERSONNEL, AND 1
SPACE FOR EACH VEHICLE USED DIRECTLY IN
CONDUCT OF BUSINESS)
8 SPACES - 2 EMPLOYEES PER UNIT
4 SPACES - 4 MANAGERS TOTAL
4 SPACES - 1 VEHICLE PER UNIT
5 SPACES - EXISTING USES
PROVIDED:21 SPACES (INCL. 2 ADA SPACES)
GENERAL NOTES:
1.)EXISTING CONDITIONS SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. ON
01/10/2020.
2.) THIS PROJECT LIES WITHIN FLOOD ZONE X ACCORDING TO FEMA MAP NUMBER
3720314800K, WITH AN EFFECTIVE DATE OF AUGUST 28, 2018. "ZONE X" IS AREA
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
18'
8'
8'
9'
24'
24'
5'
12
'
60.25'
13
3
.
5
8
'
24
'
LIGHT INDUSTRIAL
FLEX UNIT 1
2,012 SF
LIGHT INDUSTRIAL
FLEX UNIT 2
2,012 SF
LIGHT INDUSTRIAL
FLEX UNIT 3
2,012 SF
LIGHT INDUSTRIAL
FLEX UNIT 4
2,012 SF
KEY NOTES:
CONCRETE SIDEWALK:
REFER TO DETAILS
HANDICAP PARKING SIGN:
REFER TO DETAILS
6
HANDICAP PARKING SYMBOL:
REFER TO DETAILS
HANDICAP ACCESS UNLOADING ZONE:
SLOPE 2% MAX. EACH WAY (ADA
COMPLIANT) AND STRIPE AS SHOWN.
STANDARD 24" CURB & GUTTER:
REFER TO DETAILS
2
4
5
3
1
3 EXISTING PARKING
SPACES TO REMAIN
SINGLE DUMPSTER WITH
WOODEN ENCLOSURE
EXISTING STORM DRAIN
TO REMAIN
EXISTING STREETYARD LANDSCAPE TO
REMAIN; TO BE SUPPLEMENTED AS
REQUIRED BY NHC UDO SECTION 5.4.7 IF
FOUND INSUFFICIENT BY NHC STAFF
CONCRETE PAD TO ROLL-UP DOOR:
REFER TO DETAILS
24
'
10.64'
7 WHEEL STOP:
REFER TO DETAILS
8 FULL DEPTH ASPHALT PAVEMENT:
REFER TO DETAILS
EXISTING EDGE OF
PAVEMENT, TYP.
2,571 SF
8 SF
211 SF
1,907 SF
PROPOSED 6" SCH.
40 PVC SANITARY
SEWER SERVICE AT
1.0% MIN. SLOPE
PROPOSED SANITARY
SEWER CLEAN-OUT
PROPOSED WATER
SERVICE
EXISTING 5
8" WATER METER
50
50
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TREE 6OAK 16
OAK 14OAK 14
TREE 4
OA
K
8OAK 8OAK 10
ASPH.
CONC.
CO
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ASPH.
ASPH.
ASPH.
CO
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CU
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B
CUR
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DITCH DITCH DITCH
DITCH
DITCH
DIT
C
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SIG
N
SI
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N
HOWARD HOWARD & FINE LLC.
PIN: R04315-003-007-000
DB 4902 PG 900
MB 31 PG 120
ZONING: I-1-INDUSTRIAL DISTRICT
THE CAMP GROUP LLC.
PIN: R04315-003-009-000
DB 6193 PG 1804
MB 31 PG 120
ZONING: I-1-INDUSTRIAL DISTRICT
BRUCE W & JILL R SCOTT
PIN: R04315-009-017-000
DB 2538 PG 495
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
THOMAS J & AMY S SURRATT
PIN: R04315-009-014-000
DB 4598 PG 347
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
KYLE E & ONICA COLE KIRCH
PIN: R04315-009-013-000
DB 5836 PG 539
MB 30 PG 200
ZONING: R-10-RESIDENTIAL DISTRICT
15' DRAI
N
A
G
E
E
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OHE OHE OHE OHE OHE OHE OHE OHE
EXISTING
BUILDING
FFE=43.42
AMSTERDAM WAY
60' PUBLIC R/W (MB 30 PG 68)
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50' FRONT SETBACK
97.42' RE
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48.71' BU
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19500.PE
SITE INFORMATION:
PIN:R04315-003-008-000
PROJECT ADDRESS:6621 AMSTERDAM WAY
TOTAL SITE AREA:$&
ZONING DISTRICT:I-1
DEED BOOK/ PAGE:DB 5696 PG 126
MAP BOOK/ PAGE:MB 31 PG 120
LAND CLASSIFICATION:URBAN
PROPOSED USE:LIGHT INDUSTRIAL FLEX SPACE
OWNER INFORMATION:BRASS NICKEL PROPERTIES, LLC.
6621 AMSTERDAM WAY
WILMINGTON, NC 28405
SETBACK REQUIREMENTS:
FRONT: 50'
SIDE: 0' (ADJACENT TO SAME ZONING)
REAR: 4.33 x BLDG. HGT. = 4.33 x 22.5' = 97.42'
LANDSCAPE CALCULATIONS:
FOUNDATION PLANTINGS
REQUIRED:360 SF = (22.5' X 133.58') X 12%
PROVIDED:584 SF
INTERIOR PLANTING AREA
REQUIRED:1,238 SF = (15,481 SF X 8%)
PROVIDED:1,317 SF
SITE
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DUTCH SQUARE
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CITY
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VICINITY MAP
SCALE: 1" = 500'
0 10 20 40 80
SCALE: 1"=20'
GRAPHIC SCALE
LIGHT INDUSTRIAL
FLEX UNIT 1
2,012 SF
LIGHT INDUSTRIAL
FLEX UNIT 2
2,012 SF
LIGHT INDUSTRIAL
FLEX UNIT 3
2,012 SF
LIGHT INDUSTRIAL
FLEX UNIT 4
2,012 SF
SINGLE DUMPSTER WITH
WOODEN ENCLOSURE
EXISTING STREETYARD LANDSCAPE TO
REMAIN; TO BE SUPPLEMENTED AS
REQUIRED BY NHC UDO SECTION 5.4.7 IF
FOUND INSUFFICIENT BY NHC STAFF
289 SF
267 SF
273 SF 344 SF
144 SF
LANDSCAPE NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
2.TREES SHALL BE LOCATED A MINIMUM OF 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.STAKE ALL TREES AS SHOWN IN DETAIL OR AS OTHERWISE DIRECTED BY OWNER OR
OWNER'S REPRESENTATIVE.
4.ALL PLANT MATERIAL SHALL MEET THE CURRENT VERSION OF THE AMERICAN
ASSOCIATION OF NURSERYMEN'S STANDARDS.
5.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.
6.SET ALL TREES IN 5' MINIMUM DIAMETER PINE STRAW MULCH BED.
7.ALL SHRUB BEDS AND/OR PLANTING AREAS EXCLUDING SEEDED AREAS SHALL BE
MULCHED WITH 3 INCH MINIMUM AND 4 INCH MAXIMUM DEPTH PINE STRAW MULCH
UNLESS OTHERWISE NOTED.
8.PLANTING SOIL MIX: MIX EXISTING SOIL WITH THE SOIL AMENDMENTS AND FERTILIZERS
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.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.
10.THE CONTRACTOR SHALL REPLACE DEAD AND/OR UNHEALTHY PLANT MATERIAL
WITHIN 12 MONTHS OF ACCEPTANCE OF THE INSTALLED MATERIAL FROM THE OWNER
OR OWNER'S REPRESENTATIVE.
11.THE CONTRACTOR SHALL PREPARE ALL SEEDED AREAS TO ASSURE THAT THE
SUB-GRADE HAS BEEN RAKED AND ROLLED TO ACCEPT THE SEED. ALL TURF AREAS
MUST BE IRRIGATED OR HAND WATERED. ALL TURF AREAS SHOULD PROVIDE A
SMOOTH SURFACE FREE OF DIPS AND UNLEVELED GROUND. REFERENCE PLANT
SCHEDULE FOR TURF SELECTION.
12.IRRIGATION, IF REQUIRED, SHALL BE DESIGNED AND INSTALLED BY A LICENSED
IRRIGATION CONTRACTOR IN THE STATE OF NORTH CAROLINA.
13.THE CONTRACTOR IS RESPONSIBLE FOR HAND WATERING THE INSTALLED PLANT
MATERIAL FOR A PERIOD OF 6 MONTHS FROM THE ACCEPTANCE FROM THE OWNER OR
OWNER'S REPRESENTATIVE IF IRRIGATION HAS NOT BEEN INSTALLED. ALL MATERIAL
INCLUDING TURF AREAS SHALL BE HAND WATERED ONCE WEEKLY OR AS NEEDED TO
ENSURE SURVIVAL OF PLANTS.
14.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.
15.IF AUTOMATIC IRRIGATION IS NEEDED, SYSTEM TO BE PROVIDED BY OWNER.
16.ALL TREE LOCATIONS WILL BE ADJUSTED AS NEEDED WITH LIGHT LOCATIONS.
17.ALL LANDSCAPE PLANTINGS WILL BE COMPLIANT WITH SECTION 5.4 OF THE NEW
HANOVER COUNTY UDO.
FOUNDATION PLANTING
AREA, TYP.
INTERIOR PLANTING
AREA, TYP.
CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE
LO 5 Quercus virginiana
Southern Live Oak
3" cal
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER
WAX 6 Myrica cerifera
Wax Myrtle
7 gal
PLANT SCHEDULE