Site PlanBL
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TRIUMPH DRIVE
FRANCINI AT BLUE CLAY ROAD
4011 BLUE CLAY ROAD, NEW HANOVER COUNTY, NORTH CAROLINA
SCALE: 1" = 300'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3
SCALE: 1" = 3000'VICINITY MAP4
FR
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1
NAME:
FRANCINI AT BLUE CLAY ROAD
OWNER:
SEAN BANESTER - LOCATION MANAGER
406 LANDMARK DRIVE
WILMINGTON, NC 28412
C: 910.398.2097
O: 910.392.3122
ENGINEER: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
LICENSE: F-1222
PHONE: 910.343.1048
RICHARD A. MOORE, PE
RAMOORE@MCKIMCREED.COM
LANDSCAPE ARCHITECT: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
TARA S. MURPHY, PLA
TSCHWENZFEIER@MCKIMCREED.COM
SURVEYOR: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
MATT ROBERTS, PLS
MROBERTS@MCKIMCREED.COM
SURVEYOR: TIMMONS GROUP, INC
5410 TRINITY ROAD, SUITE 102. RALEIGH, NC 27607
PHONE: 919.866.4933
BLAKE HALL, PE, PLA
BLAKE.HALL@TIMMONS.COM
02/01/2024
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21. John Yeaman Rd.
25. Weatherby Ct.26. Springfield Dr.27. Caliber Ct.28. Remington Dr.30. Carthage DR.31. WAtson Dr.32. New Town Dr.33. Colonel Lamb Dr.34. O'neal Pl.35. Hobart Dr.36. Charthouse Dr.37. Manor Ct.38. Hamstead CT.39. Penhurst Ct.40. Maidstone Dr.41. Hargate Ct.42. Cranbrook Dr.43. Promenade Ct.44. Legend Dr.45. Justus Ct.
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53. Splitbrook Ct.
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PROJECT
SITE
140
140
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40
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TRC SUBMITTAL
SHEET INDEX
SHEET NO.SHEET TITLE
C1.0 COVER
C1.1 NOTES
C2.0 EXISTING CONDITIONS
C3.0 OVERALL SITE PLAN
C4.0 EROSION CONTROL STAGE 1 PLAN
C5.0 EROSION CONTROL STAGE 2 PLAN
C7.0 GRADING AND DRAINAGE PLAN
C8.0 UTILITY PLAN
C8.1 UTILITY PLAN AND PROFILE
C10.0 LANDSCAPE PLAN
C14.0 UTILITY DETAILS
C14.1 UTILITY DETAILS
C14.2 UTILITY DETAILS
C14.3 UTILITY DETAILS
C17.0 LANDSCAPE DETAILS
NOTES
C1.1
N/A
N/A
’
’’
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097
0
13"12"13"
18"
13"
11"
14"
1
5
"
9"
8"
16"
15"12"
11"
1
2
"
1
4
"
1
4
"
17"
13"
14"12"
15"
13"13"
14"8"12"
13"12"12"
13"
12"
12"
14"12"12"
13"
15"13"
14"
15"13"
12"
12"12"
12"12"
8"
15"
12"
12"
12"
14"
12" 1
2
"
12"
1
2
"
1
3
"
12"
13"
18"
17"
19"
20"
8"
9"
36"
12"
17"
18"
14"
27"
16"
21"
10"5"25"
13"
20"9"20"9"
25"12"
20"9"
17"
26"12"20"24"
15"
17"
13"
9"13"16"
9"12"
11"
12"
18"
18"18"
18"
18"12"
13"8"
9"
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C
M
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N/F
PARCEL 4 BLUE CLAY BUSINESS PARK
LAS PROPERTIES
PIN: R02600-002-005-000
DB 5274, PG 257
AREA = 5.90 AC
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PARCEL 3 BLUE CLAY BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
PIN: R02600-002-005-000
DB 5274, PG 257
AREA = 6.79 AC
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P
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DB 5274 PG 257
IN
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N/F
PARCEL 5 BLUE CLAY BUSINESS PARK
NEW HANOVER COUNTY, NORTH CAROLINA
PIN: R02600-002-018-000
AREA = 5.02 AC
TO
PN
ST
TO
ST
WR
PROPERTY LINE
RELATIVELY
PERMANENT
WATERS
(RPW)
TOP OF BANK (TYP)
PERENNIAL
STREAM
PROJECT SITE
TRIUMPH DRIVE(60' PUBLIC R/W)
LO
G
I
S
T
I
C
S
R
O
A
D
(6
0
'
P
U
B
L
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C
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/
W
)
SCM NO. 4
(WET POND)
17
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.
0
0
'
12
5
.
0
0
'
75
.
0
0
'
20
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.
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0
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)
SHOVEL DUG BED EDGE (TYP.)
LEGEND AND NOTES1EXISTING CONDITIONS2
0
SCALE: 1"=60' (Horiz.)
120'60'60'
SPRINKLER VALVE
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IRS - IRON ROD SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
PB - PLAT BOOK
DB - DEED BOOK
X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
SPRINKLER HEAD
SIGN
FLAG POLE
GROUND LAMP
STORM PIPE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
GAS METER
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
T
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULTVT
WELLW
MONITORING WELL
MKF - FIBER OPTIC MARKER
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
TC
FES - FLARED END SECTION
MKG - GAS MARKER
MNF - MAG NAIL FOUND
WATER SPIGOT
CP - COMPUTED POINT
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULTVP
VU
GAS TEST LOCATION
WTL - WETLAND FLAG
TREE
HANDICAP PARKING
SATELLITE DISH
HC
XXXX - SITE ADDRESS
PAINTED FIBER OPTIC LINE
PAINTED CABLE TV LINE
UFO
STORM INLET
CENTERLINE OF DITCH
1. PREPARED FOR CITY OF WILMINGTON.
2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA
PER FIRM PANEL 3230, EFFECTIVE DATE 8/28/2018
3. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS
DETERMINED BY GPS.
4. VERTICAL CONTROL BASED ON NAVD'88.
5. CONTOUR INTERVAL IS ONE FOOT (1.0').
6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY,
ARE BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS
PROVIDED BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE
UTILITIES MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.
7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE
LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS
PROPERTY.
8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARY
SURVEY. THIS SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD
NOT BE USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT
SUITABLE FOR RECORDING.
9. HORIZONTAL AND VERTICAL CONTROL IS BASED ON ASSUMED COORDINATES
AND ELEVATIONS. THIS SURVEY IS NOT REFERENCED TO THE NC STATE GRID
COORDINATE SYSTEM OR NAVD'88 VERTICAL DATUM. THIS SURVEY IS NOT
TIED TO ANY LOCAL SURVEY CONTROL MONUMENTATION.
10.RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED
BOOK 808 PG. 475, MAP BOOK 54, PG. 549, MAP BOOK 49, PG. 9, DEED BOOK 5274,
PG. 257 AND IS APPROXIMATE.
NOTES FROM THE TIMMONS GROUP SURVEY
NOTE: THE EXISTING CONDITIONS DRAWINGS WERE PREPARED USING BOUNDARY,
TOPOGRAPHIC, WETLAND, AND OTHER BASE MAPPING PREPARED BY THE TIMMONS GROUP
AND PROVIDED TO MCKIM & CREED INC. BY NEW HANOVER COUNTY. THIS WAS
SUPPLEMENTED WITH ADDITIONAL TREE SURVEYS COMPLETED BY MCKIM & CREED INC.
SOILS:
1. LEON SAND (Le) (SOILS GROUP A/D)
2. MURVILLE FINE SAND (Mu) (SOILS GROUP A/D)
3. PANTEGO LOAM (Pn) (SOILS GROUP B/D)
4. STALLINGS FINE SAND (St) (SOILS GROUP A/D)
5. TORHUNTA LOAMY FINE SAND (To) (SOILS GROUP A/D)
6. WRIGHTSBORO FINE SANDY LOAM (Wr) (SOILS GROUP B)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 EXISTING CONDITIONS
C2.0
1"=60'
N/A 0
OH
P
OH
P
OH
P
OH
P
15
'
'
S
A
N
15
'
'
S
A
N
15
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'
S
A
N
15
'
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S
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15
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15
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15
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R30
.
0
0
'
R20
.
0
0
'
R13
.
5
0
'
R3.5
0
'
R30
.
0
0
'
R3.5
0
'
R15
.
5
0
'
30
1
.
0
'
174.7'
27
.
5
'
61.0'
73
.
0
'
10
9
.
0
'
10
9
.
0
'
15.0'
60'X20'
RAMP
TYP.
PROJECT
LIMITS
STOP
BAR
STOP
SIGN
10'x70'
SIGHT
TRIANGLE
(TYP.)
PROPOSED
DRAINAGE
EASEMENT
PARKING
LOT
61
SPACES
9'X18'
DUMPSTER
PAD
R31
.
5
0
'
R16
.
5
0
'
50' SIDE
SETBACK
PROPOSED
DRAINAGE
EASEMENT
15.0
'
15.0'
LEGEND AND NOTES1OVERALL SITE PLAN2
0
SCALE: 1"=30' (Horiz.)
60'30'30'
SITE DATA TABLE
GENERAL INFORMATION
PROPERTY OWNER:LAS PROPERTIES
PARCEL ID:R02600-002-005-000
CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)
TOTAL ACREAGE:5.90 AC (257,004 SF)
PROPOSED USE:I-2 (HEAVY INDUSTRIAL)
ADDRESS:4011 BLUE CLAY ROAD
BUILDING HEIGHT:40' - 0" (TOP OF ROOF DECK)
BUILDING SETBACKS REQUIRED PROVIDED
FRONT 50'50'
SIDE 50'50'
REAR TBD (NOT < 45')N/A
IMPERVIOUS AREA
EXISTING BUA 0 SF
PROPOSED BUA
CONCRETE: 19,712 SF
ASPHALT: 71,336 SF
BUILDING: 96,100 SF
SITE TOTAL: 187,148 SF
PARKING CALCULATIONS
REQUIRED NO MINIMUM (COMMERCIAL FACILITY)
PROPOSED 61
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 OVERALL SITE PLAN
C3.0
1"=30'
N/A 0
NOTES:
1.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW
HANOVER COUNTY LAND DEVELOPMENT CODE.
2.ALL LOCAL, STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED,
WHERE APPLICABLE.
3.THERE ARE NO CONSERVATION OVERLAY ZONES AFFECTING THIS
PROPERTY.
4.THIS SITE IS NOT IMPACTED BY ANY HISTORIC OR ARCHAEOLOGICAL
SIGNIFICANCE.
5.NO CEMETERIES WERE EVIDENCED ON THE SITE.
6.NO WETLANDS HAVE BEEN FOUND AT THE PROJECT SITE.
7.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT
ISSUES ON THE SITE.
8.THE PROJECT SITE IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA
DESIGNATED BY FEMA.
9.THE PROJECT SITE DRAINS TO PRINCE GEORGE CREEK (18-74-53),
CLASSIFIED AS C:Sw.
10.THE SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN.
11.DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN
ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED
DEVELOPMENT ORDINANCE, SECTION 6.3.
INSET A: SEE THIS PAGE
INSET A
INSTALL TEMPORARY 12'x50' CONSTRUCTION ENTRANCES
SILT FENCE
(TYP.)
ROCK PIPE INLET
PROTECTION
(TYP.)
WATTLE / CHECK
DAM
INSTALL DRIVEWAY PIPES FOR
TEMPORARY CONSTRUCTION ENTRANCEINSTALL DRIVEWAY PIPES FOR
TEMPORARY CONSTRUCTION ENTRANCE
SCM - UNDER CONSTRUCTION
SW8 220519
LEGEND AND NOTES1OVERALL SEDIMENT EROSION CONTROL2
0
SCALE: 1"=30' (Horiz.)
60'30'30'
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
PROJECT BOUNDARY
WATTLE / CHECK DAM
RIPRAP OUTLET PAD
LEGEND
STAGE 1 CONSTRUCTION SEQUENCE:
1.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.
2.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48
HOURS PRIOR TO THE START OF ANY CONSTRUCTION
ACTIVITIES. THE EROSION CONTROL INSPECTOR,
ENGINEER, AND CONTRACTOR SHALL MEET AT THE NEW
HANOVER COUNTY EROSION CONTROL INSPECTOR'S
OFFICE.
3.INSTALL ROCK PIPE INLET PROTECTION AND
WATTLES/CHECK DAMS WITHIN THE EXISTING DITCHES.
4.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES.
CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL
ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IF
DIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL
NEED TO BE INSTALLED.
5.INSTALL TEMPORARY SILT FENCE AT LIMITS OF
DISTURBANCE. NOTE THAT SILT FENCE IS SHOWN AS AN
OFFSET FOR CLARITY.
6.ROUGH GRADE THE BUILDING PAD, PARKING AND ROADS,
LOADING DOCK, AND THE REMAINDER OF THE SITE WITHIN
THE LIMITS OF DISTURBANCE.
7.STABILIZE IN ACCORDANCE WITH THE NCG01
REQUIREMENTS. SEE EROSION CONTROL DETAILS.
8.SEE SHEET CE101 FOR STAGE 2 EROSION CONTROL AND
STAGE 2 CONSTRUCTION SEQUENCE NOTES.
EROSION CONTROL NOTES:
1.SEE EROSION CONTROL NOTES ON SHEET G002.
2.SEE EROSION CONTROL MAINTENANCE PLAN NOTES ON
SHEET G002.
TOTAL DISTURBED AREA = 5.65 AC
STOCKPILE AREA
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 EROSION CONTROL STAGE 1 PLAN
C4.0
1"=30'
N/A 0
ROCK PIPE INLET PROTECTION
INSET: A SEE THIS PAGE
INSET A
LAT/LONG: 34.3172, -77.8968
TEMPORARY 12'x50' CONSTRUCTION ENTRANCES
INLET PROTECTION (TYP.)
WATTLE / CHECK
DAM (TYP.)
PERMANENT OUTLET PROTECTION
D
PERMANENT OUTLET PROTECTION
D
LEGEND AND NOTES1OVERALL SEDIMENT EROSION CONTROL2
0
SCALE: 1"=30' (Horiz.)
60'3030'
LIMITS OF DISTURBANCE LOD
TEMPORARY SILT FENCE SF
TEMPORARY CONSTRUCTION ENTRANCE
DISCHARGE PIPE
PROJECT BOUNDARY
WATTLE / CHECK DAM
PERMANENT OUTLET PROTECTION
LEGEND
STOCKPILE AREA
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 EROSION CONTROL STAGE 2 PLAN
C5.0
N/A ----
INLET PROTECTION
INSET A: SEE THIS PAGE
INSET A
HSCALE
STAGE 2 CONSTRUCTION SEQUENCE:
1.SEE CE100 FOR STAGE 1 CONSTRUCTION SEQUENCE.
2.INSTALL STORM PIPE AND UTILITIES. INSTALL INLET
PROTECTION AROUND NEW INLETS.
3.INSTALL PERMANENT OUTLET PROTECTION AT STORM PIPE
OUTFALLS AS SHOWN.
4.ESTABLISH FINAL GRADING OF THE BUILDING PAD, PARKING
AND ROADS, LOADING DOCK, AND THE REMAINDER OF THE
SITE WITHIN THE LIMITS OF DISTURBANCE.
5.STABILIZE (FERTILIZE, SEED AND MULCH, OR SOD) ALL
DISTURBED AREAS AS SOON AS FINAL GRADES ARE
ESTABLISHED.
6.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED
AREAS ARE STABILIZED, REMOVE ALL ACCUMULATED
SEDIMENT FROM INLETS AND SILT FENCE, THEN REMOVE
ALL TEMPORARY EROSION CONTROL DEVICES.
EROSION CONTROL NOTES:
1.SEE EROSION CONTROL NOTES ON SHEET G002.
2.SEE EROSION CONTROL MAINTENANCE PLAN NOTES ON
SHEET G002.
TOTAL DISTURBED AREA = 5.65 AC
LAT/LONG: 34.3172, -77.8968
PERMANENT
OUTLET PROTECTION
PERMANENT OUTLET
PROTECTION
OVERALL GRADING PLAN2 LEGEND AND NOTES1
0
SCALE: 1"=30' (Horiz.)
60'30'30'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 GRADING AND DRAINAGE PLAN
C7.0
1"=30'
N/A 0
INSET A
INSET A
GENERAL NOTES:
1.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING
AND GRADING OPERATIONS.
2.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF
ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
3.STRIP TOPSOIL TO FULL DEPTH DESCRIBED IN THE EROSION CONTROL
PLANS IN AREAS TO BE GRADED AND STOCKPILE.
4.COMPACT ALL STRUCTURAL FILL AREAS AND SLOPES TO 95% OF
MAXIMUM DENSITY. AREAS LESS THAN 3.0 FEET OF FILL IN
NON-STRUCTURAL AREAS MAY BE COMPACTED TO 90% OF MAXIMUM
DENSITY.
5.ALL BANK AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO
GREATER THAN 3:1 SLOPES.
6.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE
POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH.
IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE
REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND
SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
7.ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING
WATER OCCUR.
8.OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION
TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS
INDICATED ON THE PLAN.
9.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH
BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS
AND STRUCTURES.
10.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING
PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE
CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE
OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE
PIPE(S).
11.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS
INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL
MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS
AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE
FOR ALL PERMITTING AND FEES FOR DISPOSAL.
12.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
13.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED
REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE
PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED
TREES AND STUMPS MAY BE PERMITTED AT A LOCATION APPROVED BY
OWNER AND WITHIN REGULATIONS OF LOCAL MUNICIPALITY. CHIPPED
MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF
EMBANKMENT OR TOPSOIL.
14.ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS
OTHERWISE NOTED ON THE PLANS. HP PIPE MAY BE USED IN LIEU OF
CONCRETE PIPE OR ENGINEER APPROVED EQUAL. ALL STORMWATER
OUTFALL PIPES MUST BE RING GASKET RCP.
15.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL
AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS
NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE
ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO
UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS
WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE
CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT
NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER
ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM
THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY
DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES
REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS,
PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC.
REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR
UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO
THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED
PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR
PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE
INCIDENTAL TO THE BASE BID.
16.APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE
TRUCKS MUST BE INSTALLED OVER ALL LOADED TRUCKS HAULING
BORROW, EXCAVATED MATERIAL AND/OR FINE AGGREGATES TO OR
FROM THE PROJECT SITES OVER STATE MAINTAINED ROADS. ANY
MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN UNCOVERED
TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED
FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR
FOR FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED.
17.DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND
PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS
COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE
IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24
HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND
EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
18.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS.
19.CONTRACTOR TO CAREFULLY ROOT PRUNE TREES, CREATING CLEAN
CUTS. NO ROUGH BREAKS OF ROOTS (TYPICALLY AS THE RESULT OF
MECHANICAL EQUIPMENT) WILL BE IS ACCEPTABLE.
PROPOSED UTILITIES LEGEND
WATER LINE
FIRE HYDRANT
WATER VALVE
WATER METER
WATER TEE
SANITARY SEWER
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY FORCE MAIN
PUBLIC UTILITY EASEMENT
TRIUMPH DRIVE(60' PUBLIC R/W)
LO
G
I
S
T
I
C
S
R
O
A
D
(6
0
'
P
U
B
L
I
C
R
/
W
)
A
6f
m
6f
m
6f
m
6f
m
6f
m
6f
m
6f
m
6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm 6fm
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
16
W
6fm 6fm
6fm
8W
8W
6fm
U
T
E
U
T
E
U
T
E
UT
E
UT
E
UT
E
UTE
UTE
UTE
UT
E
U
T
E
U
T
E
U
T
E
UTE
UTE
UTE
UTE
UTEUTE
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UTEUTE
UTEUTEUTEUTEUTEUTEUTEUTEUTE
UT
E
UT
E
UT
E
UT
E
UT
E
UTE
UTE
UTE
UTE
UTE
UTE
UTE
UTE
U
T
E
U
T
E
U
T
E
UT
E
UT
E
UT
E
UT
E
UT
E
UT
E
UTE
UTE
UTE
EXISTING UTILITY
EASEMENT
FIRE PUMP
ROOM
RPZ
FIRE
HYDRANT
EXISTING FIRE
HYDRANT
2" DOMESTIC
WATER SERVICE
6" FIRE LINE
6" CLEAN-OUT
6" FIRE
SERVICE LINE
6" CLEAN-OUT
6" SANITARY
SEWER SERVICE
LEGEND AND NOTES1OVERALL UTILITY PLAN2
0
SCALE: 1"=60' (Horiz.)
120'60'60'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 UTILITY PLAN
C8.0
1"=60'
###0
20
25
30
35
40
45
50
20
25
30
35
40
45
50
9+90 10+00
27
6
11+00
32
3
7
12+00
33
2
7
13+00
34
5
14+00
35
9
9
15+00
36
7
6
16+00
37
1
1
17+00
31
7
9
32
7
5
33
6
35
3
1
36
5
1
36
7
5
37
3
2
24" RCP 297 LF @ 0.30%
30" RCP 243 LF @ 0.30%
30" RCP 100 LF @ 0.30%
EXISTING GRADE
PROPOSED GRADE
4.
2
9
'
EXISTING 8" SANITARY SEWER
JB
-
1
-
2
ST
A
.
1
1
+
0
0
.
4
1
RI
M
E
L
E
V
=
3
2
.
3
7
'
IN
V
I
N
=
2
8
.
2
9
'
IN
V
O
U
T
=
2
8
.
2
9
'
JB
-
1
-
1
ST
A
.
1
3
+
4
3
.
6
5
RI
M
E
L
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V
=
3
5
.
0
7
'
IN
V
I
N
=
2
9
.
0
2
'
IN
V
O
U
T
=
2
9
.
0
2
'
CI
-
1
-
1
.
1
ST
A
.
1
3
+
6
3
.
6
2
RI
M
E
L
E
V
=
3
4
.
3
9
'
IN
V
I
N
=
2
9
.
0
8
'
IN
V
O
U
T
=
2
9
.
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8
'
CI
-
1
-
1
ST
A
.
1
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+
6
0
.
6
3
RI
M
E
L
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V
=
3
4
.
5
8
'
IN
V
O
U
T
=
2
9
.
9
8
'
30" RCP 20 LF @ 0.30%
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 UTILITY PLAN AND PROFILE
C8.1
HSCALE
N/A ----
0
SCALE: 1"=50' (Horiz.)
100'50'50'
0
SCALE: 1"=5' (Vert.)
10'5'5'
PARKING LOT PERIMETER
LANDSCAPE STRIP USED
IN-LIEU OF PARKING ISLANDS
TRIUMPH DRIVE
17
5
.
0
0
'
12
5
.
0
0
'
75
.
0
0
'
20
4
.
0
0
'
BL
U
E
C
L
A
Y
R
O
A
D
10' x 70' SITE DISTANCE TRIANGLE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
10' x 70' SITE DISTANCE TRIANGLE
SHOVEL DUG BED EDGE (TYP.)
PROPERTY LINE
SHOVEL DUG BED EDGE (TYP.)
SHOVEL DUG BED EDGE (TYP.)SHOVEL DUG BED EDGE (TYP.)
SHOVEL DUG BED EDGE (TYP.)
WEST FACADE
SOUTH FACADE
EAST FACADE
NORTH FACADE
SHOVEL DUG BED EDGE (TYP.)
SHOVEL DUG BED EDGE (TYP.)
0
SCALE: 1"=30' (Horiz.)
60'30'30'
LANDSCAPE PLAN
C10.0
1"=30'
N/A ----
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097
LEGEND AND NOTES1LANDSCAPE PLAN2
LANDSCAPE DATA
SEC. 5.4.2.B - GENERAL STANDARDS FOR LANDSCAPING REQUIRED PROVIDED
PROVIDE 15 TREES PER DISTURBED ACRE
5.90 ACRES x 15 TREES = 89 TREES 89 TREES 94 TOTAL TREES
SEC. 5.4.3 - TRANSITIONAL BUFFER STANDARDS REQUIRED PROVIDED
NORTH - NO BUFFER REQUIRED N/A N/A
WEST - NO BUFFER
(SEE VUA REQUIREMENTS)N/A N/A
EAST - NO BUFFER REQUIRED
(SEE STREETYARD REQUIREMENTS)N/A N/A
SOUTH - NO BUFFER REQUIRED
(SEE STREETYARD REQUIREMENTS)N/A N/A
SEC 5.4.6 STREETYARD LANDSCAPING (SEE NOTE 1)REQUIRED PROVIDED
TRIUMPH DRIVE (515 LF OF FRONTAGE)
STREET YARD AREA (25 SF FOR EVERY LINEAR FOOT )12,875 SF 12,875 SF
CANOPY TREES (1 PER 600 SF OF YARD AREA = 13,350 / 600)21 21
SHRUBS (6 PER 600 SF OF YARD AREA = 13,350 / 600 x 6)129 129
BLUE CLAY ROAD (397 LF OF FRONTAGE)
STREET YARD AREA (25 SF FOR EVERY LINEAR FOOT )9,925 SF 9,925 SF
CANOPY TREES (1 PER 600 SF OF YARD AREA = 9,925 / 600)17 17
SHRUBS (6 PER 600 SF OF YARD AREA = 9,925 / 600 x 6)99 99
SEC. 5.4.8. - FOUNDATION PLANTING AREAS (SEE NOTES 2-5)REQUIRED PROVIDED
NORTH - N/A (SEE NOTE 3)N/A N/A
EAST - 7,750 SF OF BUILDING FACE (310 LF X 25' HT)
12% OF THE BUILDING FACE (7,750 SF X 0.12 = 930 SF )
(RELOCATION REQUEST SEE NOTE 4)
930 SF 930 SF
SOUTH - 7,750 SF OF BUILDING FACE (310 LF X 25' HT)12% OF
THE BUILDING FACE (7,750 SF X 0.12 = 930 SF)930 SF 930 SF
WEST - EXEMPTION REQUEST SEC. 5.4.7.C.2. (SEE NOTE 5)N/A N/A
SEC 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS (SEE NOTE 6-7)
INTERIOR VEHICULAR USE AREA (85,591 SF)REQUIRED PROVIDED
LANDSCAPED AREA (8% OF INTERIOR VEHICULAR USE AREA)6,847 SF 7,767 SF
TREES (1 PER 144 SF OF LANDSCAPED AREA)48 48
LANDSCAPE DATA NOTES:
1. STREETYARD AREA STANDARDS REQUIRE PROJECT YARD CONFIGURATIONS
TO BE A MINIMUM OF 12.5' IN WIDTH AND A MAXIMUM OF 37.5' IN WIDTH.
2. 12% OF THE FIRST FLOOR BUILDING FACE, OR BUILDING FACE UP TO 25' IN
HEIGHT, ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE.
3. FACADE NOT ADJACENT TO PARKING LOT OR DRIVE AISLE. SEE SEC 5.4.7.A.
4. REQUEST TO MEET FACADE/ FOUNDATION PLANTING REQUIREMENTS
ALONG SOUTH SOUTH FACADE TO ACCOMMODATE SITE DESIGN.
5. LESS THAN 10% OF REQUIRED FACILITY PARKING IS LOCATED TO THE REAR
OF THE FACILITY, AND THE FACADE IS NOT ADJACENT TO ANY PUBLIC
RIGHT-OF-WAY.
6. AREA PROVIDED IS 8% OF TOTAL PARKING, LOADING, AUTOMOBILE SALES,
DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHER VEHICULAR/PEDESTRIAN
USE AS INTERIOR LANDSCAPED AREAS.
7. A PERIMETER LANDSCAPING STRIP IS UTILIZED AS A DESIGN ALTERATIVE TO
MEET THE REQUIREMENTS OF TABLE 5.4.5.C. STANDARDS FOR PARKING LOT
INTERIORS.
NOTE: MULCH SHALL BE SHREDDED HARDWOOD, DYED BROWN, SPREAD AT
THICKNESS OF 3" DEEP ACROSS PLANTING AREAS.
AREAS COUNTED TOWARD VEHICULAR INTERIOR LANDSCAPING
REQUIREMENT
SYMBOL COMMON / BOTANICAL NAME
CANOPY TREE
AUTUMN BLAZE RED MAPLE / ACER RUBRUM `AUTUMN BLAZE`
HIGH RISE LIVE OAK / QUERCUS VIRGINIANA `HIGH RISE`
NATIVE FLAME HORNBEAM / CARPINUS CAROLINIANA `NATIVE FLAME`
SAWLEAF ZELKOVA / ZELKOVA SERRATA `VILLAGE GREEN`
TAYLOR EASTERN REDCEDAR / JUNIPERUS VIRGINIANA `TAYLOR`
UNDERSTORY TREES
CRAPE MYRTLE / LAGERSTROEMIA X `NATCHEZ`
SHRUBS
CHINDO VIBURNUM / VIBURNUM AWABUKI `CHINDO`
DWARF BURFORD HOLLY / ILEX CORNUTA `DWARF BURFORD`
DWARF YAUPON / ILEX VOMITORIA `NANA`
EULALIA GRASS / MISCANTHUS SINENSIS `MORNING LIGHT`
PINK DRIFT® GROUNDCOVER ROSE / ROSA X 'MEIJOCOS'
PINK MUHLY GRASS / MUHLENBERGIA CAPILLARIS
YAUPON HOLLY / ILEX VOMITORIA
GROUND COVERS
BERMUDA GRASS / CYNODON DACTYLON
PLANT SCHEDULE
SCALE: NTSPIPE EMBEDMENT TYPES1SCALE: NTSTRACER WIRE DETAIL3
SCALE: NTSVALVE DETAIL2SCALE: NTSTAPPING SLEEVE AND VALVE ASSEMBLY (4"-24")4
SCALE: NTSSTRUCTURAL BRIDGING OVER WATER & SEWER PIPELINES5
SCALE: NTSTHRUST BLOCK6
SCALE: NTSSTANDARD NOTES7
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 UTILITY DETAILS
C14.0
HSCALE
###----
SCALE: NTSSINGLE WATER SERVICE CONNECTION - TYPICAL SHORT-SIDE1
SCALE: NTSSINGLE WATER SERVICE CONNECTION - LONG-SIDE2
SCALE: NTSCOMMERCIAL WATER SERVICE - 1 1/2 OR 2-INCH METERS3
SCALE: NTS2-INCH BLOW-OFF6
SCALE: NTSDOUBLE WATER SERVICE - DOMESTIC AND IRRIGATION SPLIT5
SCALE: NTSFIRE HYDRANT ASSEMBLY8 SCALE: NTSCOMMERCAIL WATER SERVICE - 3-INCH AND LARGER METERS4
SCALE: NTSSAMPLING STATION7
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 UTILITY DETAILS
C14.1
HSCALE
###----
SCALE: NTSREDUCED PRESSIRE PRINCIPLE ASSEMBLY1
SCALE: NTSDOUBLE CHECK VALVE ASSEMBLY2
SCALE: NTSFIBREGLASS GREASE INTERCEPTOR3
SCALE: NTSFIRE SERVICE REDUCED PRESSURE DETECTOR ASSEMBLY6
SCALE: NTSFIRE SERVICE DOUBLE CHECK DETECTOR ASSEMBLY5
SCALE: NTSCONCRETE GREASE INTERCEPTOR4
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 UTILITY DETAILS
C14.2
HSCALE
###----
SCALE: NTSSEWER SERVICE CONNECTION - LONG-SIDE1
SCALE: NTSSEWER SERVICE CONNECTION- MAIN TO LATERAL (< 8' DEEP)2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097 UTILITY DETAILS
C14.3
HSCALE
###----
SCALE: NTSSEWER SERVICE CONNECTION - TYPICAL CLEAN-OUT2
SCALE: NTSSEWER SERVICE CONNECTION - MAIN TO LATERAL (> 8' DEEP)3SCALE: NTSMANHOLE RIM ADJUSTMENTS3
EQUAL TO THE
PLANT SPACING
AS SPECIFIED
(TYP.)
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE .
LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND
TAMP TO REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO
PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO
SCARIFY ROOT BALLS.
E.REFER TO GRADING PLANS FOR MOUND HEIGHTS.
6"
M
I
N
.
6"
M
I
N
.
PLANT SPACING
AS SPECIFIED
(TYP.)
PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
1'-0" O.C.10" O.C.
1'-6" O.C.1'-4" O.C.
2'-0" O.C.1'-9" O.C.
2'-6" O.C.2'-2" O.C.
3'-0" O.C.2'-7" O.C.
3'-6" O.C.3'-0" O.C.
4'-0" O.C.3'-6" O.C.
SPACING (A)ROW OFFSET (B)
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
7'-0" O.C.6'-1" O.C.
8'-0" O.C.6'-11" O.C.
9'-0" O.C.7'-10" O.C.
10'-0" O.C.8'-8" O.C.
A
B
PLANT SPACING
PLAN
A
TOPSOIL
SHRUB AS SPECIFIED
PER LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
TREE TRUNK
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
SHRUB ROOT BALL
PLANTING BED
EDGE
SHRUB
SECTION
STAKING
PLAN
2 TO 3 TIMES THE
ROOT BALL DIAMETER
6"
GENERAL NOTES:
A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B.SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D.DO NOT WRAP TREE TRUNK.
E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
2"4"
120°
4" DEEP SHOVEL
DUG "V" TRENCH,
SEE LANDSCAPE
PLAN FOR
LOCATIONS
"ARBORTIE" HEAVY DUTY
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
NATIVE SUBGRADE
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
PULL BACK TOP 14 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
FINISH GRADE
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTUREBALLED AND BURLAP
ROOT BALL TOPSOIL
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
PREVAILING
WINDS
STAKE
TRUNK
COMPACTED NATIVE
SOIL PEDESTAL
SECTION
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
GENERAL NOTES:
A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.THE BOTTOM OF GROUND COVER ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE .
LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND
TAMP TO REMOVE VOIDS AND WATER EACH LAYER
D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO
PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO
SCARIFY ROOT BALLS.
6"
M
I
N
.
FO
R
M
M
O
U
N
D
E
D
B
E
D
WI
T
H
N
A
T
I
V
E
T
I
L
L
E
D
S
O
I
L
PR
I
O
R
T
O
P
L
A
N
T
I
N
G
PLANT SPACING CHART
SPACING (A)ROW OFFSET (B)
6" O.C.5" O.C.
8" O.C.7" O.C.
12" O.C.10" O.C.
15" O.C.1'-1" O.C.
18" O.C.1'-4" O.C.
SPACING (A)ROW OFFSET (B)
24" O.C.1'-9" O.C.
36" O.C.2'-7" O.C.
4'-0" O.C.3'-6" O.C.
5'-0" O.C.4'-4" O.C.
6'-0" O.C.5'-2" O.C.
A
B
2
PLANT SPACING
PLAN
A
4
TOPSOIL PER
SPECIFICATIONS
SHRUB AS SPECIFIED
PER LANDSCAPE PLAN(S)
NATIVE SUBGRADE
ADJACENT TURF AREA,
REFER TO PLANTING
PLAN FOR LOCATIONS
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
TREE TRUNK
ROOT CROWN TO BE SET
2" ABOVE EXISTING
GRADE MIN.
GROUND COVER ROOT
BALL
4" DEEP SHOVEL DUG "V"
TRENCH, SEE
LANDSCAPE PLAN FOR
LOCATIONS
EQUAL TO
THE PLANT SPACING
AS SPECIFIED (TYP.)
PLANT SPACING
AS SPECIFIED (TYP.)
SECTION
1"
M
I
N
.
4" MIN.
LANDSCAPE DETAILS
C17.0
HSCALE
N/A ----
NTSTYPICAL TREE PLANTING1
NTSTYPICAL SHRUB PLANTING2
NTSTYPICAL GROUND COVER PLANTING3NTSPLANT SCHEDULE5
NTSGENERAL LANDSCAPE NOTES6
A.ALL EXISTING VEGETATION THAT IS USED TO
MEET LANDSCAPING REQUIREMENTS, ALL
REQUIRED PLANTED LIVING MATERIAL, AND
ALL REQUIRED BERMS SHALL BE MAINTAINED
BY THE OWNER OF THE PROPERTY ON A
CONTINUING BASIS. ANY PLANTED MATERIAL
WHICH BECOMES DAMAGED OR DISEASED OR
DIES SHALL BE REPLACED BY THE OWNER
WITHIN 60 DAYS OF THE OCCURRENCE OF
SUCH CONDITION. IF, IN THE OPINION OF THE
ZONING ADMINISTRATOR THERE ARE
SEASONAL CONDITIONS WHICH WILL NOT
PERMIT THE TIMELY REPLACEMENT OF THE
VEGETATION (E.G. TOO HOT OR TOO COOL
FOR SUCCESSFUL REPLANTING) THIS
REQUIREMENT MAY BE ADMINISTRATIVELY
WAIVED UNTIL A TIME CERTAIN WHEN THE
REPLANTING WOULD BE SUCCESSFUL.
B.VERIFICATION OF TOTAL LANDSCAPE
MATERIAL QUANTITIES AS SHOWN ON THE
LANDSCAPE PLANS AND IN THE PLANT LIST
SHALL BE THE RESPONSIBILITY OF THE
LANDSCAPE CONTRACTOR. THE LANDSCAPE
ARCHITECT SHALL BE NOTIFIED OF ANY
DISCREPANCIES PRIOR TO FINAL BIDDING OR
INSTALLATION.
C.ALL PLANTING TYPES SHALL COMPLY WITH
LOCAL GOVERNING CODES AND
REGULATIONS, CONFORM TO REQUIREMENTS
OF PLANT LIST AND TO THE AMERICAN
ASSOCIATION OF NURSERYMEN "AMERICAN
STANDARD OF NURSERY STOCK" AND
"HORTICULTURAL STANDARDS" AS TO
SPECIES, AGE, SIZE, AND PLANTING
RECOMMENDATIONS.
D.LANDSCAPE MATERIAL PLACED IN PREPARED
HOLES SHALL BE PROPERLY BACKFILLED
PRIOR TO THE END OF THE WORKING DAY.
E.ALL SAUCERS SHALL BE SOAKED WITH
WATER AND MULCHED IMMEDIATELY
FOLLOWING INSTALLATION.
F.ALL PREPARED GROUND COVER AND ANNUAL
BED INSTALLATIONS SHALL BE PROPERLY
SOAKED AND MULCHED PRIOR TO THE END
OF THE DAY.
G.LANDSCAPE ARCHITECT SHALL APPROVE
ANY ON-SITE PLANT STORAGE AREA FOR
ACCESSIBILITY, SHADE CONDITIONS,
HEALING-IN MULCH MATERIAL AND
TEMPORARY WATERING METHODS.
H.ALL ROPE AND WRAPPING TWINE SHALL BE
CUT AND REMOVED FROM AROUND THE
UPPER PARTS OF THE ROOT BALL. METAL
BASKET WIRES AND BURLAP SHALL BE
PULLED BACK AND TUCKED UNDER THE
EDGES OF THE SAUCER RINGS ON ALL TREES
AND LARGE SHRUBS. ALL SYNTHETIC BURLAP
SHALL BE REMOVED FROM PLANT BALLS
PRIOR TO BACK FILLING.
I.ALL PLANT BEDS OR RAISED SAUCER RINGS
SHALL BE EDGED WITH SMOOTH,
CONTINUOUS CURVES.
J.ALL PLANT MATERIAL SHALL BE PLANTED AT
HEIGHTS AND WIDTHS AS ILLUSTRATED IN
PLANTING DETAILS.
K.TREE GUYING SHALL BE PERFORMED WITHIN
A WEEK OF PLANTING. THE LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVING ALL TREE GUYING STRAPPING
AND STAKES AFTER THE FIRST FULL
GROWING SEASON OR ONE YEAR, WHICH
EVER COMES FIRST.
L.CONTRACTOR SHALL VERIFY LOCATIONS OF
UNDERGROUND UTILITIES PRIOR TO
PLANTING.
M. ANY EXPOSED OR UNCOVERED LINES SHALL
BE SHOWN TO GENERAL CONTRACTOR PRIOR
TO BACKFILLING.
N.ALL PLANT BEDS AND RAISED SAUCER RINGS
SHALL BE GRADED TO PROVIDE ADEQUATE
DRAINAGE AND SHALL BE MULCHED AS
SPECIFIED.
O.ALL MATERIALS, PLANTING AND LANDSCAPE
WORK SHALL CONFORM TO THE CURRENT
MUNICIPAL AUTHORITIES STANDARD
SPECIFICATIONS AND DETAILS.
P.ALL LANDSCAPE AREAS THAT ARE NOT
PLANTED AND MULCHED OR PAVED SHALL BE
SEEDED OR SODDED.
Q.FIRST YEAR PRUNING OF TREE CROWN
SHALL BE LIMITED TO REMOVAL OF DEAD &
DAMAGED WOOD.
R.TREE PROTECTION FENCE SHALL BE
INSTALLED, INSPECTED AND APPROVED
PRIOR TO CLEARING, GRADING AND
CONSTRUCTION ACTIVITY OR ISSUANCE OF
ANY RELATED PERMITS. NO CONSTRUCTION
WORKERS, TOOLS, MATERIALS OR VEHICLES
ARE PERMITTED WITHIN THE TREE
PROTECTION FENCING.
S.MULCH LINE TO BE CONSTRUCTED OF
SMOOTH CONTINUOUS CURVES. CLEAR OUT
FIRST 5' FROM DEBRIS AND UNDERBRUSH AT
AREAS OF EXISTING VEGETATION TO REMAIN.
T.ALL TREES NOT WITHIN A PLANT BED TO BE
TREATED WITH A 6' DIAMETER MULCH RING
TYPICAL, UNLESS OTHERWISE INDICATED ON
THE PLANTING PLANS.
U.ALL TREES TO HAVE A MINIMUM 2" CALIPER
AT THE TIME OF PLANTING, UNLESS
OTHERWISE INDICATED IN THE PLANTING
SPECIFICATION. CALIPER TO BE MEASURED
48" ABOVE THE ROOT BALL.
V.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.
W.SUBSTITUTIONS OF PLANT MATERIALS
SPECIFIED CAN ONLY OCCUR WITH PRIOR
APPROVAL BY LANDSCAPE ARCHITECT.
X.AREAS DAMAGED BY ACTIVITIES OF
CONTRACTOR SHALL BE RE-ESTABLISHED TO
PRE-DISTURBANCE CONDITION AT NO
ADDITIONAL COST TO THE OWNER.
Y.USE HERBICIDES, PESTICIDES, AND
FERTILIZER IN A MANNER CONSISTENT WITH
THE FEDERAL INSECTICIDE, FUNGICIDE, AND
RODENTICIDE ACT AND IN ACCORDANCE
WITH LABEL RESTRICTIONS.
Z.CONTRACTOR SHALL INSURE THAT ALL
PLANT MATERIAL IS FREE OF FIRE ANTS
PRIOR TO INSTALLATION.
NOTE: MULCH SHALL BE SHREDDED HARDWOOD, DYED BROWN, SPREAD AT THICKNESS OF 3" DEEP ACROSS PLANTING AREAS.
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222 TRC SUBMITTAL
DRAWING NUMBER
REVISION
NEW HANOVER COUNTY, NORTH CAROLINA
09724-0001
BPD/BMJ/HKA
BPD/RAM
RAM
RAM
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
FRANCINI AT BLUE CLAY ROAD 2/1/2024
FRANCINI INC.
406 LANDMARK DRIVE
WILMINGTON, NC 28412
(910)398-2097
SYMBOL BOTANICAL NAME COMMON NAME SIZE CALIPER HEIGHT QTY REMARKS
CANOPY TREE
ACER RUBRUM `AUTUMN BLAZE`AUTUMN BLAZE RED MAPLE B & B 2" CAL.10`-12` HT.31 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
CARPINUS CAROLINIANA `NATIVE FLAME`NATIVE FLAME HORNBEAM B & B 4" CAL.12`-14` HT.14 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
JUNIPERUS VIRGINIANA `TAYLOR`TAYLOR EASTERN REDCEDAR B & B 1.5" CAL.8`-10` HT.17
QUERCUS VIRGINIANA `HIGH RISE`HIGH RISE LIVE OAK B & B 2.5" CAL.12`-14` HT.12 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
ZELKOVA SERRATA `VILLAGE GREEN`SAWLEAF ZELKOVA B & B 2" CAL.10`-12` HT.18 SINGLE DOMINANT LEADER, UNIFORM
CANOPY & MATCHED
UNDERSTORY TREES
LAGERSTROEMIA X `NATCHEZ`CRAPE MYRTLE B & B 2" CAL.10`-12` HT.2 MULTISTEM, MAX FOUR DOMINANT
LEADERS, UNIFORM CANOPY & MATCHED
SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING QTY REMARKS
SHRUBS
ILEX CORNUTA `DWARF BURFORD`DWARF BURFORD HOLLY 7 GAL.36" HT. MIN.36"-48" SPD.6` O.C.49 UNIFORM HEAD & MATCHED
ILEX VOMITORIA YAUPON HOLLY 7 GAL.24"-30" HT.24"-30" SPD.8` O.C.3 UNIFORM HEAD & MATCHED
ILEX VOMITORIA `NANA`DWARF YAUPON 3 GAL.15"-18" HT.18"-24" SPD.2.5` O.C.80 UNIFORM HEAD & MATCHED
MISCANTHUS SINENSIS `MORNING LIGHT`EULALIA GRASS 5 GAL.18"-24" HT.18"-24" SPD.4` O.C.21 MATCHED
MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 3 GAL.18"-24" HT.24"-30" SPD.3` O.C.124 UNIFORM HEAD & MATCHED
ROSA X 'MEIJOCOS'PINK DRIFT® GROUNDCOVER ROSE 1 GAL.12"-15" HT.12"-15" SPD.2` O.C.10 UNIFORM & MATCHED
VIBURNUM AWABUKI `CHINDO`CHINDO VIBURNUM 15 GAL 36"-48" HT.24"-30" SPD.6` O.C.17 UNIFORM HEAD & MATCHED
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING SPACING QTY REMARKS
GROUND COVERS
CYNODON DACTYLON BERMUDA GRASS SEED 16,444 SF SEE DETAIL 5 SHEET CE501
PLANT_SCHEDULE