HomeMy WebLinkAbout3008 N Kerr Flex Space Site PlanSite Development For
SEPTEMBER, 2025
WILMINGTON, NORTH CAROLINA
3008 N KERR AVENUE FLEX SPAC
3008 N KERR LLC
11763 ASHTON ROAD
BURGAW, NC 28425
TEL: 910-378-7610
vinceb@burgesscorporation.net
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
mhargrove@ec.rr.com
11" OAK
3008 N KERR AVENUE
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
POLICE - FIRE - RESCUEEMERGENCY DIAL 911
NOTICE REQUIRED
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NORTH CAROLINANEW HANOVER COUNTY
C-111763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
GENERAL NOTES3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1-800-632-4949 or 811
CONTACT "CAROLINA ONE CALL" AT
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NORTH CAROLINANEW HANOVER COUNTY
C-211763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
EXISTING CONDITIONS & DEMO PLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1 inch = 20 ft.
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NORTH CAROLINANEW HANOVER COUNTY
C-311763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
SITE PLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1 inch = 20 ft.
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NORTH CAROLINANEW HANOVER COUNTY
C-411763 ASHTON ROAD
3008 K KERR LLC
BURGAW, NC 28425
GRADING & DRAINAGE PLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1 inch = 20 ft.
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NORTH CAROLINANEW HANOVER COUNTY
C-4.111763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
DRAINAGE AREA PLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1 inch = 20 ft.
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NORTH CAROLINANEW HANOVER COUNTY
C-511763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
EROSION CONTROL PLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1 inch = 20 ft.
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DHY
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NORTH CAROLINANEW HANOVER COUNTY
C-611763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
UTILITY PLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
1 inch = 20 ft.
20
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NORTH CAROLINANEW HANOVER COUNTY
C-7.011763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
MISCELLANEOUS DETAILS3008 NORTH KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
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NORTH CAROLINANEW HANOVER COUNTY
C-7.111763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
MISCELLANEOUS DETAILS3008 NORTH KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
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NORTH CAROLINANEW HANOVER COUNTY
C-7.211763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
MISCELLANEOUS DETAILS3008 NORTH KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
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NORTH CAROLINANEW HANOVER COUNTY
C-7.311763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
NCG01 GROUND STABILIZATION3008 NORTH KERR AVENUE FLEX SPACE
& MATERIALS HANDLING
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
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NORTH CAROLINANEW HANOVER COUNTY
C-811763 ASHTON ROAD
3008 N KERR LLC
BURGAW, NC 28425
CFPUA STANDARD3008 NORTH KERR AVENUE FLEX SPACE
UTILITY DETAILS
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
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NORTH CAROLINANEW HANOVER COUNTY
L-111763 ASHTON ROAD
3008 N KERR, LLC
BURGAW, NC 28425
LANDSCAPEPLAN3008 N KERR AVENUE FLEX SPACE
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
1 inch = 20 ft.
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TREES
PLANT LIST
SHRUBS AND GROUNDCOVER
LAWN AND MULCH
6" SLIP KNOT WITH STOP KNOT,
6" LARGER THAN TRUNK DIAMETER
KEEP MULCH 1"-2" AWAY FROM TRUNK
MULCH; 3" MIN., 4" MAX. DEPTH.
WATER BERM; 4" MAX HEIGHT. INSTALL
OUTSIDE OF PLANT MIX BACKFILL
PLANTING MIX (SEE SPECS.). INSTALL IN
8" LIFTS, WATER BETWEEN LIFTS.
BUTTRESS ROOTS
3/4" NYLON STRAP
ROOT CROWN TO BE LEVEL WITH
FINISH GRADE, ± 1"
1"x 2"x18" WOOD STAKE, WITH
3/8" HOLE CENTERED. DRIVE
STAKE IN LINE WITH STRAP
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL FROM
GROWER OVER ROOT SYSTEM, UPTO 1"
DEPTH. REJECT PLANTS WITH MORE
THAN 3" EXCESS SOIL.
REMOVE TOP 1/3 BURLAP AND ANY
NAILS, PINS, ETC.
REMOVE TOP 2/3 OF WIRE BASKET
RAISE PIT BOTTOM AS NEEDED TO ENSURE
BUTTRESS ROOTS ARE AT CORRECT HEIGHT.
FIRM SOIL UNDER ROOTBALL.
UNDISTURBED SOIL
6" SLIP KNOT WITH STOP KNOT,
6" LARGER THAN TRUNK DIAMETER
KEEP MULCH 1"-2" AWAY FROM TRUNK
MULCH; 3" MIN., 4" MAX. DEPTH.
WATER BERM; 4" MAX HEIGHT. INSTALL
OUTSIDE OF PLANT MIX BACKFILL
PLANTING MIX (SEE SPECS.). INSTALL IN
8" LIFTS, WATER BETWEEN LIFTS.
BUTTRESS ROOTS
3/4" NYLON STRAP
ROOT CROWN TO BE LEVEL WITH
FINISH GRADE, ± 1"
1"x 2"x18" WOOD STAKE, WITH
3/8" HOLE CENTERED. DRIVE
STAKE IN LINE WITH STRAP
FINISH GRADE
REMOVE TYPICAL EXCESS SOIL FROM
GROWER OVER ROOT SYSTEM, UPTO 1"
DEPTH. REJECT PLANTS WITH MORE
THAN 3" EXCESS SOIL.
IF B&B MATERIAL IS USED, REMOVE TOP
1/3 BURLAP AND ANY NAILS, PINS, ETC.
IF B&B MATERIAL USED, REMOVE TOP
2/3 OF WIRE BASKET
RAISE PIT BOTTOM AS NEEDED TO ENSURE
BUTTRESS ROOTS ARE AT CORRECT HEIGHT.
FIRM SOIL UNDER ROOTBALL.
UNDISTURBED SOIL
NTS
MULTI-STEM TREE INSTALLATION DETAIL
NTS
SINGLE STEM TREE INSTALLATION DETAIL
1.PRIOR TO EXCAVATIONS, CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 TO ASCERTAIN LOCATIONS OF ELECTRICAL CABLES, CONDUIT,
UTILITY LINES, OIL TANKS, GAS LINES, TELEPHONE LINES, WATER LINES, CABLE LINES, SANITARY SEWER LINES, SUPPLY LINES, SUBSURFACE
DRAINAGE, AND IRRIGATION LINES, ETC. NOTIFY THE CITY SHOULD THE ABOVE MENTIONED SUBSURFACE IMPROVEMENTS PRESENT AN
OBSTRUCTION IN LOCATIONS DESIGNATED FOR PLANTING. IN SUCH SITUATIONS, PROCEED AFTER THE OWNERS HAS APPROVED AN ALTERNATE
LOCATION. DAMAGE INCURRED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR IN A TIMELY MANNER TO
THE SATISFACTION OF THE OWNER.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT
SCHEDULE. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLANS AND THE PLANT SCHEDULE SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER. ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLANTING PITS PERCOLATE PROPERLY PRIOR TO PLANTING INSTALLATION.
3.WHERE PROPOSED TREE LOCATIONS CONFLICT WITH EXISTING UTILITIES, TREES MAY BE FIELD ADJUSTED UNDER THE DIRECTION OF THE CITY
INSPECTOR.
PLANT MATERIAL NOTES
1.ALL PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY 'THE AMERICAN ASSOCIATION OF NURSERYMAN'.
2.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE YEAR AFTER ACCEPTANCE BY THE OWNER.
3.TREES SUPPLIED MUST HAVE BEEN PROPERLY PLANTED AND GROWN IN THE NURSERY. THE ROOT CROWN (ALSO CALLED THE TRUNK FLARE)
SHALL BE EVIDENT NEAR THE TOP OF THE GROUND. ANY EXCESS SOIL, UP TO 3 INCHES COVERING THE CROWN WILL HAVE TO BE REMOVED
CAREFULLY BY HAND, IN ORDER TO PREVENT ROOT SCRAPES. THE TREE IS THEN TO BE PLANTED WITH THE ROOT CROWN IN PROPER RELATION
TO THE SURROUNDING GRADE. ANY TREES WITH MORE THAN 3 INCHES OF SOIL ON TOP OF THE ROOT CROWN WILL BE REJECTED. THE
NURSERY OWNERS MAY DIG OVERSIZE BALLS AND REMOVE THE SOIL IN ORDER FOR THE ROOT SYSTEM DIAMETER (WHICH IS THE REQUIRED
ROOT BALL DIAMETER) TO MEET THE SPECIFICATION FOR THE TRUNK CALIPER REQUIRED.
4.BALL AND BURLAPPED (B&B) PLANTS MUST HAVE FIRM, NATURAL BALLS OF EARTH, OF DIAMETER NOT LESS THAN RECOMMENDED IN THE "TREE
AND SHRUB TRANSPLANTING MANUAL", AND BE OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. PLANTS MOVED WITH A
BALL WILL NOT BE ACCEPTED IF THE BALL IS DRY, CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATIONS.
5.CONTAINERIZED PLANTS SHALL HAVE A ROOT SYSTEM SUFFICIENT ENOUGH IN DEVELOPMENT TO HOLD THE SOIL INTACT WHEN REMOVED FROM
THE CONTAINER. THE ROOT SYSTEM SHALL NOT BE ROOT BOUND, A CONDITION WHERE THE ROOT SYSTEM IS DENSE IN MASS, EXCESSIVELY
INTERTWINED, AND HAS ESTABLISHED A CIRCULAR GROWTH PATTERN.
6.ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI, 1990, PART 1, "SHADE AND FLOWERING TREES").
TREE PLANTING NOTES
1.REMOVE ALL TREATED OR PLASTIC-COATED BURLAP, STRAPPING, WIRE OR NYLON TWINE FROM ROOTBALL. AFTER SETTING IN HOLE, CUT AWAY
2/3 OF WIRE BASKET, IF ANY, AND TOP 1/3 OF BURLAP.
2.SOAK ROOTBALL AND PIT IMMEDIATELY AFTER INSTALLATION.
3.TOP OF ROOTBALL TO BE 2" ABOVE ADJACENT UPHILL GRADE. DO NOT PLACE ADDITIONAL SOIL ON TOP OF ROOTBALL.
4.CONSTRUCT 4" HIGH SAUCER (WATER BERM) OUTSIDE OF PLANT MIX BACKFILL.
5.STAKES FOR TREE SUPPORT (LESS THAN 3" CAL.) SHALL BE CONSTRUCTION GRADE PRESSURE TREATED PINE, NOMINAL SIZE OF 2in. x 2in. x 18in.
LONG AND POINTED AT ONE END. GUYING FABRIC SHALL BE 'ARBORTAPE', AS MANUFACTURED BY NEPTCO, PAWTUCKET, RI. (401) 722-5500 (OR
APPROVED EQUAL). COLOR SHALL BE OLIVE DRAB.
6.STAKE TREES 3" CAL. OR GREATER WITH 'DUCK BILL' ANCHORS DRIVEN INTO UNDISTURBED SOIL. GUYING FABRIC SHALL BE 3/4" NYLON
STRAPPING.
PLANTING MIX NOTES
1.PLANTING MIX MAY BE DEVELOPED BY AMENDING THE EXISTING SOIL OR REMOVING THE EXISTING SOIL AND REPLACING WITH NEW PLANTING
MIX. IT SHALL BE UNIFORM COMPOSITION THROUGHOUT, WITH A MIXTURE OF SUBSOIL. IT SHALL BE FREE OF STONES, LUMPS, LIVE PLANTS AND
THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER.
2.PLANTING MIX SHALL NOT BE USED WHILE IN A FROZEN OR MUDDY CONDITION.
3.UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS THE PLANTING MIX SHALL CONTAIN THE FOLLOWING SPECIFIED PERCENTAGES
OF CONSTITUENTS.
CLAY - MINIMUM 10% - MAXIMUM 20% CLAY
SILT - MINIMUM 30% - MAXIMUM 50%
ORGANIC MATERIAL - MINIMUM 5% - MAXIMUM 8%
SAND - BALANCE OF MIX
4.THE PLANTING MIX SHALL HAVE THE FOLLOWING NUTRIENTS AT THE SPECIFIED PERCENT BASE SATURATION, TO BE DETERMINED BY SOIL TEST
CONDUCTED BY THE CONTRACTOR.
CALCIUM - 55% TO 80%
MAGNESIUM - 10% TO 30%
POTASSIUM - 5% TO 8%
5.ORGANIC MATERIAL IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD THAT HAS COMPLETED THE DECOMPRESSION PROCESS.
PERCENTAGE OF ORGANIC MATTER SHALL BE DETERMINED BY LOSS OF IGNITION, OF MOISTURE FREE SAMPLES DRIED AT 65 DEGREES.
6.PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF pH 5.5 TO 7.0.
FERTILIZER NOTES
1.SHRUB AND GROUNDCOVER FERTILIZER, FROM THE FOLLOWING:
PRODUCT ANALYSIS APPL.RATE
Ornamental plant fertilizer 12-6-6 2 lbs/100 Sq. Ft., or
Ornamental plant fertilizer 14-7-7 2 lbs/100 Sq. Ft.
2.SHRUB AND GROUNDCOVER FERTILIZER SHALL HAVE 50% WATER INSOLUBLE NITROGEN, THE CHLORINE CONTENT IS NOT TO EXCEED 5%.
3.NO TREE FERTILIZER IS TO BE APPLIED AT TIME OF PLANTING.
4.TREE FERTILIZER IS TO BE APPLIED AT THE 6 MONTH OR 12 MONTH WARRANTY INSPECTION TIME, WHICHEVER IS CLOSER TO EARLY SPRING
BEGINNING GROWTH.
5.TREE FERTILIZER, FROM THE FOLLOWING:
PRODUCT ANALYSIS APPL.RATE
Ornamental tree fertilizer 31-7-7 1cup/ inch caliper, or
Ornamental tree fertilizer 12-6-6 1 cup/ inch caliper
6.TREE FERTILIZER SHALL HAVE 50% WATER INSOLUBLE NITROGEN, THE CHLORINE CONTENT IS NOT TO EXCEED 5%.
7.SOURCE OF NITROGEN SHALL BE UREA FORMALDEHYDE OR A SIMILAR SLOW RELEASE SOURCE.
MULCH
1.PINE STRAW MULCH SHALL BE FREE OF ANY FOREIGN MATERIALS, PIECES LARGER THAN 4 INCHES, AND/OR GREEN WOOD.
WATER
1.WATER SHALL BE FREE FROM OIL, ACIDS, ALKALIS, SALTS OR ANY OTHER SUBSTANCE THAT IS TOXIC OR OTHERWISE HARMFUL TO VEGETATION.
2.ALL LANDSCAPE AND TURF AREAS IRRIGATED (100% COVERAGE). LANDSCAPE CONTRACTOR SHALL PROVIDE COMPLETE IRRIGATION DESIGN TO
BE APPROVED BY OWNER PRIOR TO CONSTRUCTION. TURF AREAS TO BE SEPARATE ZONES FROM PLANTING AREAS.
TURF AND GRASSES
1.SEED
A.Grass Seed: Fresh, clean, dry, new-crop seed complying with AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for purity and germination
tolerances.
B.Seed Species: CENTIPEDEGRASS (EREMOCHLOA OPHIUROIDES)
C.Seed Species: Seed of grass with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed.
2.TURFGRASS SOD
A.Turfgrass Sod: Certified, complying with "Specifications for Turfgrass Sod Materials" in TPI's "Guideline Specifications to Turfgrass Sodding." Furnish viable
sod of uniform density, color, and texture, strongly rooted, and capable of vigorous growth and development when planted.
B.Turfgrass Species: BERMUDAGRASS (CYNODON DACTYLON)
C.Turfgrass Species: Sod of grass with not less than 95 percent germination, not less than 85 percent pure seed, and not more than 0.5 percent weed seed.
PLANTING NOTES
PRELIMINARY - DO NOT USE FOR CONSTRUCTION