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WETLANDS
SITE
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CO
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C0.0
VICINITY MAP
1"=1000'
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
RESIDENTIAL
BLUE BAY
JOHN WALL, PE
PHONE: 910-746-1174
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
D.R. HORTON
6752 PARKER FARM DRIVE, SUITE 210
5735 BLUE CLAY RD
WILMINGTON, NC 28403
GRAYSON MORGAN
TECHNICAL REVIEW COMMITTEE SUBMITTAL
NEW HANOVER COUNTY, NORTH CAROLINA
48.20 AC. (FOLLOWING CONDITIONAL REZONING)
ZONING:RMF-L (PERFORMANCE RESIDENTIAL)
EXISTING USE:VACANT
BLUE BAY
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
1" = 1000'OWNER:ODP CH, LLC
850 MORRISON DR SUITE 750
CHARLESTON, SC 29403
PID: R01100-008-010-000
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
CLASS IV SOILS:2.11 AC.
NET AREA:46.09± AC. (FOLLOWING CONDITIONAL REZONING)
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 ONSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C1.1 OFFSITE EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 3
C2.2 DETAILED SITE PLAN - SHEET 2 OF 3
C2.3 DETAILED SITE PLAN - SHEET 3 OF 3
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 1 OF 3
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 3
C3.3 DETAILED UTILITY PLAN - SHEET 3 OF 3
C4.0 OVERALL GRADING PLAN
C4.1 DETAILED GRADING PLAN - SHEET 1 OF 3
C4.2 DETAILED GRADING PLAN - SHEET 2 OF 3
C4.3 DETAILED GRADING PLAN - SHEET 3 OF 3
C11.0 OVERALL LANDSCAPE PLAN
C11.1 DETAILED LANDSCAPE PLAN - SHEET 1 OF 3
C11.2 DETAILED LANDSCAPE PLAN - SHEET 2 OF 3
C11.3 DETAILED LANDSCAPE PLAN - SHEET 3 OF 3
C11.4 LANDSCAPE NOTES AND DETAILS
C12.0 SITE NOTES AND DETAILS
C12.1 SITE NOTES AND DETAILS
C12.2 UTILITY NOTES AND DETAILS
C12.3 UTILITY NOTES AND DETAILS
C12.4 UTILITY NOTES AND DETAILS
C12.5 UTILITY NOTES AND DETAILS
C12.6 STORM SEWER NOTES AND DETAILS
C12.7 STORM SEWER NOTES AND DETAILS
C12.8 STORM SEWER NOTES AND DETAILS
C12.9 STORM SEWER NOTES AND DETAILS
C12.10 STORM SEWER NOTES AND DETAILS
C12.11 NCDOT NOTES AND DETAILS
C12.12 NCDOT NOTES AND DETAILS
C12.13 NCDOT NOTES AND DETAILS
C12.14 NCDOT NOTES AND DETAILS
C13.7 OFFSITE ROADWAY IMPROVEMENT LAYOUT
172 SINGLE-FAMILY DETACHED HOMES
TYPE OF WORK:
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
INV=17.54
72" CMP
18
"
R
C
P
INV=21.98
INV=22.43
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18"
R
C
P
18"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
18
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
"
R
C
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
"
R
C
P
18
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
POTENTI
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POTENTIAL NON-WETLAND WATERS OF THE US ± 466 LF
POTENTIAL NON-WE
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60
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P
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B
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/
W
N/FMadison J. Daw, et al
DB 6689, Pg 865
MB 15, Pg 9
Lot 55
N/FRandy C. Stewart
DB 5910, Pg 260
MB 15, Pg 9
Lot 54
N/FMark A. DealDB 5718, Pg 2861MB 12, Pg 26
Lot 1
N/FRichard M. &Jessica M. HayesDB 5452, Pg 171MB 15, Pg 9
Lot 53
Kerry Drive
60' Public R/W
N78°13'03"
E
1
6
9
.
9
5
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S
1
2
°
2
0
'
3
6
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E
8
7
5
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2
7
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Old 1" Iron Pipe(F)
(Laid Over)
Old
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HOLLY TANK LLC
PARCEL ID: R01100-008-011-002
DB 6225 PG 1482
23.03 AC
ZONING: I-1
USA
PARCEL ID: R01100-008-010-001
DB 1350 PG 0158
13.35 AC
ZONING: I-1
SHEPARD MICHAEL R
PARCEL ID: R01100-008-009-000
DB 5348 PG 1419
5.65 AC
ZONING: R-15
HADGRAFT ROGER S LISA M
PARCEL ID: R01100-008-008-000
DB 4975 PG 841
6.02 AC
ZONING: R-15
CAPE FEAR CASH OFFER LLC
PARCEL ID: R01116-001-002-000
DB 6646 PG 528
0.42 AC
ZONING: R-15
STEWART RANDY C
PARCEL ID: R01116-001-003-000
DB 5910 PG 0260
0.35 AC
ZONING: R-15
DEAL MARK A
PARCEL ID: R01116-001-004-000
DB 5718 PG 2861
0.36 AC
ZONING: R-15
POPE META MARIE
PARCEL ID: R01116-002-001-000
DB 9910 PG 2908
0.34 AC
ZONING: R-15
MURRELL CANDACE
PARCEL ID: R01116-002-002-000
DB 6489 PG 771
0.34 AC
ZONING: R-15
MURRELL CANDACE
PARCEL ID: R01213-003-001-000
DB 6489 PG 771
0.34 AC
ZONING: R-15
GRIZZLE GEORGE D
PARCEL ID: R01213-003-002-000
DB 9918 PG E1463
0.37 AC
ZONING: R-15
GRIZZLE GEORGE D
PARCEL ID: R01213-003-003-000
DB 9914 PG E976
0.33 AC
ZONING: R-15
DIXON EBBO B HEIRS
PARCEL ID: R01213-003-004-000
DB 9905 PG 0219
0.35 AC
ZONING: R-15
CROUSE NORMA JEAN
PARCEL ID: R01213-003-005-000
DB 9909 PG 0516
0.32 AC
ZONING: R-15
DIAZ HUGO C ETAL
PARCEL ID: R01213-003-006-000
DB 6674 PG 2692
0.36 AC
ZONING: R-15
AXTELL MICHAEL C MARY L
PARCEL ID: R01213-003-007-000
DB 6225 PG 477
0.34 AC
ZONING: R-15
JIMENEZ HERNANDEZ HUGO A ETUX
PARCEL ID: R01213-003-008-000
DB 6225 PG 477
0.35 AC
ZONING: R-15
MAZARIEGOS-PEREZ ENWELVER ETUX
PARCEL ID: R01213-003-009-000
DB 6019 PG 2554
0.40 AC
ZONING: R-15
MILLIS DONALD GLENDON
PARCEL ID: R01213-004-002-000
DB 2620 PG 1002
0.49 AC
ZONING: R-15
RUIZ LUZ
PARCEL ID: R01213-004-003-000
DB 5743 PG 0789
0.37 AC
ZONING: R-15
RUIZ LUZ
PARCEL ID: R01213-004-004-000
DB 5743 PG 0789
0.36 AC
ZONING: R-15
JENKINS RUTH M
PARCEL ID: R01217-001-001-000
DB 6458 PG 2231
0.34 AC
ZONING: R-15
MEARES DEWEY EUGENE ETAL
PARCEL ID: R01120-001-001-000
DB 5355 PG 373
0.39 AC
ZONING: R-15
TODD THOMAS L JR
PARCEL ID: R01120-001-002-000
DB 1399 PG 1477
0.39 AC
ZONING: R-15
BLUE TANK LLC
PARCEL ID: R01100-008-010-000
DB 6225 PG 1478
49.38 AC
ZONING: I-1 (CONDITIONALLY REZONED TO RMF-L)
303
0
25
25
2
5
2
5
2
5
2
5
2
5
20
20
25
25
25
25
2525
3030
3
0
30
30
30
30
30
30
3030
30
3030
3
0303
030
30
30
3
0
30 30303030
3030
30
3
030
30
303
0
30
30
3030
30303
0
30
3030303
0
30
303
0
3030
3
0 3030 3
0
3
0303
0
3030
3
0
3
0
2525
2
525
3
0
30
2
5
2
5
25
25
2
52
5
2
52
5
25
2
5
2
5
2
5
2525
2525
25252525
2525
2525
2525
2525
2525
3
0
30
30
30
30
30
30
30
30
2
5
25
25
25
20
20
25
25
25
25
25
2525
2
5
2
5
2
5
25
25
2
5
25 20
25
2
5
25
25
2
5
25
25
25
2
5
3030
30
30
30
30
30
30
30
30
303
0
3030
3
0
30
3
03
0
30
30
3
0
30
3030
30
30
30
30
3
0
30
30
30
30
30
30
30
303
0
30
30
30
30
30
30
30
30
303
0
30
3
0
303
0
303
0
3030
30
3
0
3
0
30
3030
30
30
30
30
3030
30
30
30
30
3030
303
0
30
3
0
30
30
30
30
30
3
0
303
0
3
030 3
0
3
0
303
0
3
03030
25
20
2
0
25
2
5
25
25
2
5
2
5
2
5
2
5
2
5
2
5
252
5
2525
2525
2525
2
5
25
2
5
25
25
2020
25
25
25
25
25
2525
2525
2525 2525
25
25
2525
25
25
2525
25
25
25
25
25
25
25
25 2525
2525
25 25
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2
5
2
5
2
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2
5
2
5
2
5
2
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5
2
5
2
0
2
0
2
5
2
5
2
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2
0
2
0
2
0
2
0
2
5
2
5
2525
2
5
2
5
2
5
25
2
5
2
5
2
5
2
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2
5
2
5
30
30
30
30
30
3
0
30
30
1
5
2
0
1
5
2
0
MATCHLINE C1.0
MATCHLINE C1.1
N84°02'39"E
1584.35'
N23°42'09"E
198.64'
N12°19'51"W
1123.49'
S77°17'11"W
127.65'
S22°56'21"E
200.00'
S12°30'51"E
200.05'
S2°03'51"E
200.00'
S8°22'09"W
200.02'
S18°47'09"W
200.00'
S29°12'09"W
199.95'
S40°07'09"W
199.94'
S47°56'09"W
123.24'
S10°37'51"E
183.60'
N: 220024.31
E: 2342051.48
N: 219859.92
E: 2340475.68
N: 220040.37
E: 2340441.81
N: 221416.95
E: 2340724.72
N: 221682.40
E: 2341901.31
N: 220455.74
E: 2342169.45
ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA
SHALL BE REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C10.0 SERIES FOR DETAILS REGARDING
EXISTING DOCUMENTED TREES THAT SHALL BE REMOVED OR RETAINED.
ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA
SHALL BE REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C10.0 SERIES FOR DETAILS REGARDING
EXISTING DOCUMENTED TREES THAT SHALL BE REMOVED OR RETAINED.
EXISTING CULVERT SHALL BE REMOVED
AND REPLACED. SEE SHEET C4.1.
BERWICK DRIVE
N3°54'51"W
108.49'
N13°28'09"E
97.05'
APPROXIMATE LOCATION
OF EXISTING 8" C900 PVC
WATER LINE
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LIMITS OF TOPOGRAPHIC SURVEY LINE.
TOPOGRAPHIC INFORMATION OUTSIDE OF
THIS LINE IS SOLELY FROM COUNTY GIS
AND IS ONLY PROVIDED FOR GENERAL
OFFSITE DRAINAGE PATTERNS.
2
5
20
15
1
1
1
5
2
0
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15
20
2
6
28
28
28
28
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6
EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY AND NCDOT ON LOCATION
EXISTING COMMUNICATIONS PEDESTAL
TO BE RELOCATED
EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY AND NCDOT ON LOCATION
EXISTING COMMUNICATIONS PEDESTAL
TO BE RELOCATED
EXISTING POWER POLE TO BE RELOCATED.
CONTRACTOR SHALL COORDINATE WITH
DUKE ENERGY AND NCDOT ON LOCATION
EXISTING PROPERTY LINE
TO BE REVISED AS PART OF
CONDITIONAL REZONING
REVISED PROPERTY LINE
PER CONDITIONAL REZONING
N: 221445.04
E: 2340849.21
N: 221417.22
E: 2340856.54
N: 221550.69
E: 2341363.49
N: 221545.56
E: 2341820.06S14°45'03"E
28.77'
N75°14'57"E
524.23'
S89°21'21"E
456.60'
N85°57'01"E
109.74'
N1
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'
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.
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'
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1078.52'
N: 221553.31
E: 2341929.53
Kerry Drive
60' Public R
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BERWICK DRIVEEXISTING 18" RCP
CULVERT TO BE REMOVED
REMOVE SEDIMENT
FROM EXISTING 12" RCP
PIPE TO REMAIN
AND BE PROTECTED
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
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PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE 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
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
FUEL LID
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
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LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
FES - FLARED END SECTION
MKG - GAS MARKER
PKF - P/K NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CSF - COTTON SPINDLE FOUND
POWER VAULT
VU
GAS TEST LOCATION
WF - WETLAND FLAG
TREE
HANDICAP PARKING
STORM INLET
HC
PKS - P/K NAIL SET
AMF - ALUMINUM MONUMENT FOUND
SHRUB, BUSHOR SAPLING
CONC - CONCRETE
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3
0
SCALE 1"=100'
200'100'
DEMOLITION LEGEND
NOTES:
1.BOUNDARY AND TOPOGRAPHIC TAKEN FROM SURVEY BY PARAMOUNTE ENGINEERING,
INC., DATED AUGUST 23, 2023.
2.THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP NUMBER 3720324200K AND AN
EFFECTIVE DATE OF FEBRUARY 16, 2007.
3.WETLANDS AND WATERS DELINIATION BY SEGI DATED MARCH 12, 2022 AND FIELD
LOCATED BY PARAMOUNTE ENGINEERING, INC., DATED AUGUST 23, 2023.
4.A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR ANY WORK WITHIN THE
WETLANDS WHERE APPLICABLE, PRIOR TO THE START OF ANY WORK.
5.THERE ARE NO SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR PROTECTED
RIPARIAN BUFFERS ON THE PROPERTY VIA SEGI CONFIRMATION.
1"=100'
DOCUMENTED TREE TO BE
REMOVEDX
NOTES:
1.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE ENVIRONMENTAL
REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM DEVELOPER.
2.CONTRACTOR SHALL APPLY FOR AND OBTAIN ALL NECESSARY PERMITS FROM LOCAL AND
STAT AUTHORITIES TO COMPLETE THE WORK.
3.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA
STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE
SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS.
4.INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR
TO BEGINNING DEMOLITION WORK.
5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE ALL EXISTING
PROPERTY MARKERS. IF DISTURBED, REPLACEMENT MUST BE BY A CERTIFIED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A
LICENSED HAZARDOUS MATERIAL CONTRACTOR.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL
BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND
REGULATIONS BY THE CONTRACTOR
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AN
APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE.ON-SITE TEMPORARY
STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN
ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1)
NOTIFY OWNER NOT LESS THAN ONE WEEK IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING
OWNER WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A
STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT,
SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW
CONSTRUCTION SHALL BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED
AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING
CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.
TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS
RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY LOCATION
AND DEPTHS.
9.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL UNDERGROUND
UTILITIES.
10.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES
AND STRUCTURES REQUIRED TO COMPLETE SITE CONSTRUCTION, EITHER ONSITE OR IN
PUBLIC ROW, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.
11.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH NEW
HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE MAIN AND REMOVAL
OF SERVICES FROM THE RIGHT-OF-WAY.
12.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE AND FEDERAL
REGULATIONS AT NO CHARGE TO THE OWNER.
13.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ENGINEER
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
14.REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL
BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING
FOOTPRINT INCLUDING EXTERIOR COLUMNS.
15.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATIONS, AND DEMOLITION
WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION HAVING AUTHORITY AND
SHALL OBTAIN ANY PERMITS AS REQUIRED.
16.ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
OSHA REGULATIONS.
17.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO
REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION
PROPERLY WITH THE PROPOSED FINISHED GRADES ( WHETHER OR NOT INDICATED TO BE
MODIFIED).
18.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT-OF-WAY.
19.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
20.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
21.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 207).
22.VERTICAL DATUM SHOWN HEREON IS NAVD88.
PROFESSIONAL ENGINEER
SEAL NOT AFFIXED TO
SHEET AS ENGINEER
DOES NOT CERTIFY
INFORMATION PROVIDED
BY OTHERS
INV=21.32
INV=18.77
INV=18.75
DI
RIM=25.25
IN=23.44
OUT=22.92
INV=21.32
18" RCP
48"
C
P
P
INV=21.32
INV=24.44
INV=24.81
INV=24.94
18"
R
C
P
15"
R
C
P
INV=25.34
INV=25.40
18"
R
C
P
INV=25.67
INV=25.03 INV=25.06
INV=25.37
INV=25.05
DI
(CLOGGED)
RIM=27.33
BOTTOM=23.11
DI
RIM=27.72
IN=25.13
OUT=25.10
18"
R
C
P
18"
R
C
P
18"
R
C
P
18"
R
C
P
INV=24.79
INV=25.64
INV=25.58
INV=25.39
INV=25.16
18"
R
C
P
18"
R
C
P
18"
R
C
P
INV=24.71
INV=24.88
INV=24.73
INV=24.89
INV=24.68
INV=24.90
INV=23.98
18"
R
C
P
18"
R
C
P
INV=24.90
INV=24.90
18"
R
C
P
18"
R
C
P
18" CPP
W
W
W
W
W
W
W
W
W
W
W W W W W W W W
W
W
FM
FM
FMFMFMFMFMFMFM
OHP
OHP OHP OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
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P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343 60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 34330
'
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GLAZIER RD.
60' PUBLIC R/W
D.B. 984, PG. 224
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SMH
RIM = 26.20
IN = 21.81
OUT = 21.79
SMH
RIM = 26.66
IN = 21.28
OUT = 21.25
SHEPARD MICHAEL R
PARCEL ID: R01100-008-009-000
DB 5348 PG 1419
5.65 AC
ZONING: R-15
HADGRAFT ROGER S LISA M
PARCEL ID: R01100-008-008-000
DB 4975 PG 841
6.02 AC
ZONING: R-15
LEBLANC MICHELE
PARCEL ID: R01100-008-007-000
DB 5352 PG 549
6.04 AC
ZONING: R-15
DIAZ JUAN CECILIA
PARCEL ID: R01100-008-006-001
DB 6471 PG 2830
1.00 AC
ZONING: R-15
BORDEAUX RUSELL C SHANDA W
PARCEL ID: R01100-008-006-002
DB 6496 PG 2111
8.06 AC
ZONING: R-15
WILLIAM JAMES S JR GEORGIA W
PARCEL ID: R01100-008-005-000
DB 1415 PG 638
1.11 AC
ZONING: R-15
WILLIAM JAMES S JR GEORGIA W
PARCEL ID: R01100-008-004-000
DB 975 PG 919
6.51 AC
ZONING: R-15
COLEMAN MARTIN H
PARCEL ID: R01100-008-003-001
DB 6625 PG 2379
2.54 AC
ZONING: R-15
PAWS4PEOPLE INC
PARCEL ID: R01100-008-016-000
DB 6144 PG 1443
10.57 AC
ZONING: B-2
DB 6458 PG 2231
0.34 AC
ZONING: R-15
MEARES DEWEY EUGENE ETAL
PARCEL ID: R01120-001-001-000
DB 5355 PG 373
0.39 AC
ZONING: R-15
TODD THOMAS L JR
PARCEL ID: R01120-001-002-000
DB 1399 PG 1477
0.39 AC
ZONING: R-15
SIDBURY LAND & TIMBER LLC
PARCEL ID: R01200-002-004-000
DB 6063 PG 2533
1616.01 AC
ZONING: I-2
SHARPE JOHN ROYCE
PARCEL ID: R01120-002-001-000
DB 9912 PG 0213
0.81 AC
ZONING: R-15
THORPE WOODUS E JR
PARCEL ID: R01120-002-002-000
DB 9902 PG 1421
0.82 AC
ZONING: R-15
PARKER SHERRI P
PARCEL ID: R01120-002-006-000
DB 5501 PG 2989
0.48 AC
ZONING: R-15
COLE DIANE M
PARCEL ID: R01120-004-005-000
DB 6464 PG 2770
1.21 AC
ZONING: R-15
FRENSON DIANE MARIE
PARCEL ID: R01120-004-006-000
DB 1719 PG 0777
0.71 AC
ZONING: R-15
GRAHAM MERLE BRENDA T
PARCEL ID: R01120-004-007-000
DB 1289 PG 1003
0.73 AC
ZONING: R-15
FOGELMAN ANGELIA DAWN
PARCEL ID: R01120-004-008-000
DB 2659 PG 0615
0.72 AC
ZONING: R-15
POLIZZI LUCILLE D ETAL
PARCEL ID: R01120-004-009-000
DB 6488 PG 585
0.68 AC
ZONING: R-15
BRAUNFELD REINARIA
PARCEL ID: R01808-001-001-000
DB 5345 PG 413
0.73 AC
ZONING: R-15
PELMEAR ANGELA D ET VIR
PARCEL ID: R01808-001-002-000
DB 6588 PG 2065
0.71 AC
ZONING: R-15
WATKINS TONYA RENEE
PARCEL ID: R01800-002-039-000
DB 4741 PG 0191
1.14 AC
ZONING: R-15
FOXBOWER JERRY GRANT LINDA L
PARCEL ID: R01800-002-039-001
DB 0956 PG 0223
0.40 AC
ZONING: R-15
TUCKER TWILA T
PARCEL ID: R01800-002-040-000
DB 9910 PG 0118
0.46 AC
ZONING: R-15
JONES PAUL ETAL
PARCEL ID: R01800-002-041-000
DB 5802 PG 1309
0.59 AC
ZONING: R-15
GONZALEZ LUIZ F ETUX
PARCEL ID: R01800-002-042-000
DB 5736 PG 0431
0.46 AC
ZONING: R-15PENSCO TRUST CO CUSTODIAN
PARCEL ID: R01800-002-043-000
DB 5534 PG 2717
0.46 AC
ZONING: R-15
ESPINOSA MIGUEL A AMELIA H CHAVEZ
PARCEL ID: R01800-002-043-001
DB 6194 PG 2044
0.46 AC
ZONING: R-15
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MATCHLINE C1.1
S10°37'51"E
183.60'
N: 219859.92
E: 2340475.68
E: 2340441.81
LAMBS PATH
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SUNRAY ROAD
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2
8 28
LIMITS OF TOPOGRAPHIC SURVEY LINE.
TOPOGRAPHIC INFORMATION OUTSIDE OF
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25
APPROXIMATE LOCATION
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EXISTING SANITARY MANHOLE
RIM ELEV = 26.20'
INV IN = 21.81'
INV OUT = 21.79'
EXISTING SANITARY MANHOLE
RIM ELEV = 26.66'
INV IN = 21.28'
INV OUT = 21.25'
28
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EXISTING POWER POLE TO BE RELOCATED.
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EXISTING COMMUNICATIONS PEDESTAL
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WITH UTILITY PROVIDER
EXISTING COMMUNICATIONS PEDESTAL
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JOB NO.
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A
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FOR
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4/1/2026
OV
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A
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L
S
I
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P
L
A
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C2.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1174
SITE DATA
TOTAL GROSS ACREAGE OF PARCEL = 48.20 ACRES
ZONING =
LAND USE = SINGLE-FAMILY RESIDENTIAL
EMAIL: JOHN.WALL@TIMMONS.COM
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED ON BLUE BAY
ROAD AND BLUE SHORES DRIVE. KIOSK LOCATION
SHALL BE APPROVED BY USPS PRIOR TO SUBDIVISION
APPROVAL. IF TEMPORARY LOCATIONS ARE REQUIRED,
APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM
USPS. MAIL KIOSK WILL HAVE MARKED CROSSWALK
WITH ADA COMPLIANT RAMPS AND PARKING SPACES.
FRONT YARD = 20'
SIDE YARD = 5'
REAR YARD = 15'
SETBACKS TABLETYPICAL BUILDING AND LOT SIZE
TYPICAL LOTS: 42' x 120'
NOTE: THE SMALLEST LOT IN THE
SUBDIVISION IS 5,000 SF
AVERAGE LOT AREA: 5,389 SF
CONDITIONS FROM BOARD OF COMMISIONERS CASE: Z23-12 WHICH APPROVED
REZONING FROM I-1 TO RMF-L:
1.THE APPLICANT PROVIDE BICYCLE AND PEDESTRIAN CONNECTIVITY
BETWEEN THE MULTI-FAMILY PHASE DEVELOPMENT AND THE
SINGLE-FAMILY PHASED DEVELOPMENT.
2.NO STRUCTURE ON THE PARCEL SHALL EXCEED 45' IN HEIGHT AND A
MAXIMUM OF 3 STORIES.
3.A DECLARATION STATEMENT SHALL BE RECORDED IN THE PROPERTY'S
CHAIN OF TITLE, AT THE NEW HANOVER COUNTY REGISTRY, STATING THE
PROPERTY IS IN PROXIMITY TO EXISTING AND FUTURE COMMERCIAL AND
INDUSTRIAL ACTIVITIES THAT MAY RESULT IN NOISE, VIBRATION, AND
HEAVY VEHICLE TRAFFIC ON AREA ROADWAYS, WHICH ACTIVITIES MAY
OCCUR ANY TIME DURING THE DAY OR NIGHT. SUCH DECLARATION SHALL
ALSO BE PROVIDED WITH ALL FUTURE LEASES.
SIDE YARD ABUTTING STREET = 10'
D.R. HORTON
6752 PARKER FARM DRIVE, SUITE 210
WILMINGTON, NC 28403
GRAYSON MORGAN
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
TOTAL NET ACREAGE OF PARCEL = 46.09 ACRES
BUILDING HEIGHT: 28.5'±
CLASS IV SOILS ACREAGE ON PARCEL = 2.11 ACRES
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
PROPOSED NUMBER OF LOTS = 172
PROVIDED OPEN SPACE AREA = 17.79 AC (36.93%)
PROPOSED DENSITY = 3.73 du/a
MAXIMUM ALLOWED DENSITY = 10.0 du/a
REQUIRED OPEN SPACE AREA = 9.64 AC (20.00%)
1/4"/FT.
5'22'
50'
PRIVATE RIGHT OF WAY
PAVEMENT
LC
2'
1/4"/FT.
SLOPE 3:1 MAX SLOPE 3:1 MAX
TYPICAL CROSS SECTION FOR 50' R/W
11'
TRAVEL LANE
6'
SI
D
E
WA
L
K
2' VALLEY GUTTER
2' VALLEY GUTTER
PRIME
COAT
NOT TO SCALE
1'
1/4"/FT.
2'
1/4"/FT.
11'
TRAVEL LANE
12
24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180
PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ON
GEOTECHNICAL REPORT/RECOMMENDATIONS BY ECS SOUTHEAST, LLP
DATED 5/11/2023.
ASPHALT TOP LIFT:
1.0" TYPE S9.5B @ 110 LBS/SY/IN
ASPHALT BOTTOM LIFT: 1.5" TYPE S9.5B @ 110 LBS/SY/IN
BASE: 8" AGGREGATE BASE COURSE (ABC)
PER 520 NCDOT STANDARD SPEC.
GENERAL SITE NOTES
1.COUNTY AND STATE STORMWATER PERMITS MUST BE OBTAINED
PRIOR TO ANY CONSTRUCTION OF IMPERVIOUS SURFACE. NO
NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED
BEFORE OBTAINING THE PERMITS.
2.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH NEW HANOVER COUNTY AND NCDOT STANDARDS AND
SPECIFICATIONS.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATOR
SERVICE BEFORE DIGGING.
4.ALL UTILITIES SHALL BE UNDERGROUND.
5.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA).
6.NEW HANOVER COUNTY EROSION CONTROL PERMIT AND NCDEQ
EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL
EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH.
7.CONSTRUCTION DRAWINGS MUST BE FULLY APPROVED PRIOR TO
CONSTRUCTION.
8.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY
SIGNAGE.
9.STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY
PRIOR TO FINAL PLAT.
10.ALL STREETS ARE PROPOSED TO BE PRIVATE (BUILT TO NEW
HANOVER COUNTY STANDARDS/NCDOT PAVEMENT AND
SUBGRADE STANDARDS) AND ARE NOT ELIGIBLE TO BE ADDED TO
THE STATE HIGHWAY SYSTEM FOR MAINTENANCE PER GENERAL
STATUTE 136-102.6.
11.EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING
SPACES PER LOT OUTSIDE OF THE R/W.
12.A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE
SALE OF THE LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON
PURCHASE WITHIN THE DEVELOPMENT. THE HOMEOWNERS
ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN
THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
13.THE HOME OWNERS ASSOCIATION (HOA) WILL BE RESPONSIBLE
FOR THE MAINTENANCE OF THE STREETS, STORMWATER
SYSTEMS AND OPEN SPACE AREAS.
14.THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER
COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS
AND NOTING THAT THOSE AREAS MAY NOT BE FILLED,
DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY
PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF
ENGINEERS.
15.ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5
OF THE NEW HANOVER COUNTY UDO.
16.COUNTY AND/OR STATE STORMWATER PERMITS MUST BE
OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL
DRAINAGE AREAS SHALL BE CUT OFF OR DISTURBED BEFORE
OBTAINING PERMITS.
17.PROJECT TO BE BUILT TO CFPUA STANDARDS FOR WATER AND
SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY
CFPUA.
18.ONLY NEW HANOVER COUNTY APPROVED MATERIALS ARE TO BE
USED WITHIN THE RIGHT OF WAY.
19.A CORPS OF ENGINEERS 401 PERMIT MUST BE OBTAINED FOR
ANY WORK WITHIN THE WETLANDS WHERE APPLICABLE, PRIOR
TO THE START OF ANY WORK.
20.A 5' SIDEWALK IS PROPOSED ON ONE SIDE OF THE ROAD.
21.BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING
PLANS ARE FOR REFERENCE PURPOSES ONLY, CONTRACTOR
SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR
EXACT BUILDING DIMENSIONS.
22.ALL SIDEWALKS AND HANDICAP ACCESS RAMPS SHALL MEET ADA
REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND ADA
REQUIREMENTS PRIOR TO CONSTRUCTION.
23.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM
LONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE
(EXCLUDING RAMPS).
24.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP
SIGNS, DIRECTIONAL SIGNS AND STRIPING SHOWN ON THE
PLANS.
25.CONTRACTOR TO CONTACT THE DESIGN PROFESSIONAL FOR
ENTRANCE CLARIFICATIONS, CONSTRUCTION ANOMALIES AND
INSTALLATION QUESTIONS.
26.ALL DIMENSIONS ARE FROM THE FACE OF CURB,UNLESS NOTED
OTHERWISE.
27.NCDOT STANDARD DETAILS, AS REFERENCED, TO BE
CONSTRUCTED WITH THE 2024 ROADWAY STANDARD DRAWINGS.
PROPOSED BUILT-UPON AREA = 16.78 AC (34.81%)
EXISTING BUILT-UPON AREA = 0 AC (0.00%)
PROPOSED PARKING
172 UNITS X 2 SPACES/UNIT = 344 SPACES
+38 STREET SPACES + 4 ADA SPACES
=386 SPACES PROPOSED TOTAL
NOTE: SITE LIGHTING SHOWN IS
CONCEPTUAL COORDINATE WITH DUKE
ENERGY FOR EXACT LOCATIONS AND
DETAILS.
TYPICAL BUILDING PAD: 30' x 60'
NOTE: BUILDING PADS FOR LOTS 27, 28, 84, AND
85 SHALL BE LIMITED TO 30' x 50'
X
XX
X
X
6
5
10
10
5
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
SA
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P
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A
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50
'
R
/
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(
P
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)
COVE LANDING LANE
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
XXX
X
X
X
X X X X
X
43
43'
15
'
36
'
20'113'
47
'
89'
46
'
20'
115'
37
'
5'
47
'
20'
108'
42
'
50'
20'
91'
42
'
63'
80'
90
'
84'
5
8
'
20'89'
49
'
20'105'
47
'
20'112'
46
'
20'
109'
14
'
27
'
43'
89'
53
'
111'21
'
23
'
111'
55
'
111'
39
'
55
'
111'
39
'
55
'
110'
39
'
55
'
110'
39'
55'
110
'
39'
55'
11
0
'
39'
55'
1
1
0
'
0'
39'
64'
1
1
0
'
37'
64'
11
0
'
37'
64'
11
0
'
37'
64'
106
'
37'
110
'
8'
110'
37
'
64'
56'
110'
3
5
'
4'
5
6
'
110'
3
9
'
5
5
'
110'
39
'
35
'
104'
39
'
55
'
33
'
97'
44
'
21
'
1
1
'
111'
43
'
33
'
46
'
22
'
50
'
110'
19
'
26
'
56
'
69'
21'
3
5
'
39
'
44'3'
20'
11
1
'
60'
68
'
49'
96
'
50'
60'
63
'
7'95'
44
'
38'
17'
4'
18
'
120'
44
'
95'
32
'
42
'
120'
1'
41
'
44
'
114'
1
5
'
3
2
'
20
'
91'20'
40
'
27
'
110'
2
4
'
40'
5'
42'
42
'
120'
42
'
120'
27
'
42
'
120'15
'
43
'
41
'
119'
43
'
25
'
17
'
113'
49
'
49
'
97'
48
'
120'
55'
93'
42
'
120'
42
'
95'
47
'
22
'
39'
39'
12
0
'
15'
46'
9
5
'
39'
120
'
55'
39'
120'
55
'
39
'
120'
55
'
39
'
120'
55
'
39
'
107'
49
'
7'
1'
48
'
98'
49
'
1'
48
'
103'
26
'
22
'
108'
3'
45
'
103'
50
'
48
'
103'
50
'
47
'
105'
49
'
46
'
111'24
'
25
'
42
'
120'
10
'
35
'
42
'
44
'
64'
11
0
'
20'
33'98'
39'
30
'
51
'
234'
111'70'
103'
100'
10
6
'
27
'
48'
81'
38'
38'
57'
41'
31'
21
'
37'
46'51'
27
'
0'
53'
4
5
'
10'
29
'
52'
201
'
58
'
40
'
100'
39'
57
'
35
'
6'
162'
34'
36
5001 SF
0.115 AC
37
5040 SF
0.116 AC
38
5028 SF
0.115 AC
39
5039 SF
0.116 AC
40
5116 SF
0.117 AC
12
5486 SF
0.126 AC
53
5034 SF
0.116 AC
45
5646 SF
0.130 AC
52
5023 SF
0.115 AC
44
5161 SF
0.118 AC
51
5021 SF
0.115 AC
34
5012 SF
0.115 AC
50
5000 SF
0.115 AC
49
5352 SF
0.123 AC
48
5646 SF
0.130 AC
47
5647 SF
0.130 AC
46
5647 SF
0.130 AC
8
5133 SF
0.118 AC
69
5070 SF
0.116 AC
35
6746 SF
0.155 AC
15
5171 SF
0.119 AC
7
5130 SF
0.118 AC
68
5055 SF
0.116 AC
22
5881 SF
0.135 AC
14
5277 SF
0.121 AC
6
5134 SF
0.118 AC
67
5040 SF
0.116 AC
21
5000 SF
0.115 AC
13
5369 SF
0.123 AC
5
5142 SF
0.118 AC
20
5230 SF
0.120 AC
4
5154 SF
0.118 AC
19
5079 SF
0.117 AC
11
5486 SF
0.126 AC
3
5170 SF
0.119 AC
18
5095 SF
0.117 AC
10
5486 SF
0.126 AC
2
5190 SF
0.119 AC
71
5000 SF
0.115 AC
17
5133 SF
0.118 AC
9
5486 SF
0.126 AC
1
5367 SF
0.123 AC
70
5000 SF
0.115 AC
16
5133 SF
0.118 AC
32
6558 SF
0.151 AC
24
5698 SF
0.131 AC
31
5546 SF
0.127 AC
23
7360 SF
0.169 AC
30
5476 SF
0.126 AC
29
5070 SF
0.116 AC
28
7039 SF
0.162 AC
27
7089 SF
0.163 AC
26
5161 SF
0.118 AC
25
5599 SF
0.129 AC
41
5116 SF
0.117 AC
42
5040 SF
0.116 AC
43
5506 SF
0.126 AC
33
6604 SF
0.152 AC
57
5117 SF
0.117 AC
56
5010 SF
0.115 AC
55
5018 SF
0.115 AC
54
5002 SF
0.115 AC
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
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P
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P
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P
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P
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P
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
BL
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1
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8
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N78°13'03"E
1
6
9
.
9
5
'
S
1
2
°
2
0
'
3
6
"
E
8
7
5
.
2
7
'
MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
5' SIDE INTERIOR SETBACK
20' PERFORMANCE
RESIDENTIAL
SETBACK
PROPOSED LARGE
DOG PARK
20' PERFORMANCE
RESIDENTIAL
BUFFER
S1
6
°
5
9
'
3
4
"
W
86
.
4
2
'
R=
2
5
0
.
0
0
'
L=
2
6
8
.
4
2
'
N
1
3
°
0
7
'
2
7
"
W
80
.
0
0
'
S77°43'26"W
68.60'
R=200.
0
0
'
L=65.6
1
'
S58°5
5
'
3
5
"
W
77.07
'
S58°55'35"W
22.93'R=200.00'
L=203.36'
N62
°
4
8
'
5
7
"
W
47.
6
9
'
N6
2
°
4
8
'
5
7
"
W
62.
9
8
'
R=270.
0
0
'
L=126.
4
0
'
N89°38'18"W
111.14'R=270.00'
L=76.17'
R=2
7
0
.
0
0
'
L=3
5
5
.
1
5
'
N1
6
°
5
9
'
3
4
"
E
98
.
6
5
'
R=55.00'
L=70.70'
S89°21'21"E
100.00'R=55.00'
L=73.18'
S1
3
°
0
7
'
2
7
"
E
9
5
.
4
7
'
S1
6
°
5
9
'
3
4
"
W
86
.
4
2
'
R=
2
5
0
.
0
0
'
L
=
2
3
7
.
7
9
'
R=
1
2
5
.
0
0
'
L=
2
0
5
.
5
5
'
N
1
3
°
0
7
'
2
7
"
W
80
.
0
0
'
STOP SIGN, TYP.
24" WIDE STOP
BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
ACCESSIBLE
425' STOPPING SIGHT DISTANCE
BLUE CLAY ROAD
SPEED LIMIT = 45 MPH
DESIGN SPEED = 50 MPH
425' STOPPING SIGHT DISTANCE
18.37' FROM
R/W TO EOP
18.65' FROM
22' E/P-E/P
100' PROTECTED STEM
(46' TO FIRST FIRE HYDRANT)
10'x70' SIGHT
DISTANCE TRIANGLE
10'x70' SIGHT
DISTANCE TRIANGLE
BLUE CLAY ROAD
RIGHT-OF-WAY
KERRY DR
I
V
E
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
BLUE CLAY ROAD
EXISTING EOP
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
R1-1 STOP SIGN
24" WIDE STOP
BAR, TYP.
TYPICAL TRANSITION FROM
VALLEY CURB TO STANDARD
CURB. SEE DETAIL SHEET C12.0
(APPLIES TO ALL PARKING AREAS)
P
H
A
S
E
1
P
H
A
S
E
2
PHA
S
E
1
PHA
S
E
2
S1
°
1
0
'
0
0
"
E
14
9
.
8
3
'
RETAINING WALL
DESIGNED AND PERMITTED
BY OTHERS
CONTRACTOR TO PROVIDE
RAILING ASSESSMENT AND
DESIGN BY A LICENSED PE
AS PART OF THE BUILDING
PERMIT PROCESS
425' STOPPING SIGHT DISTANCE
R1-1 STOP SIGN
24" WIDE STOP
BAR, TYP.
R30'
R59'R35'
R59'
R30'
R30'
S88°50'00"W
210.40'
N1
°
1
0
'
0
0
"
W
21
5
.
6
2
'
STOP SIGN, TYP.
24" WIDE STOP
BAR, TYP.
STOP SIGN, TYP.
24" WIDE STOP
BAR, TYP.
STOP SIGN, TYP.
24" WIDE STOP
BAR, TYP.
AMENITY AREA
(DESIGN UNDER SEPARATE COVER)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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100'50'0
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PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
5' CONCRETE SIDEWALK TO PROVIDE
PEDESTRIAN/ BIKE ACCESS TO
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X
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64'
64'
64'
64'
64'
43
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17
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113'
49
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49
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97'
103'
47
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105'
49
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46
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111'24
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25
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42
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120'
10
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35
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42
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120'
44
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42
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120'
44
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42
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120'
44
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120'
44
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42
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42
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120'
44
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42
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120'
44
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14
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28
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120'
43
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120'
26
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16
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21
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21
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42
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120'
42
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27
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39'
92'
3'
52
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37'
1
2
0
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65'
37'
1
2
0
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65'
37'
12
0
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65'
37'
120'
65'
37
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115'
64
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37
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110'
63
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37
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110'
62
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37
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110'
6
2
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3
7
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110'
6
2
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37'
120
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64
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113
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37'
12
0
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57'
7'
37'
10
3
'
61'4'
39'
99
'
62'
12'35'
10
4
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52'
47'
10
9
'
47'
45'
11
4
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45'
15'
27'
11
9
'
43'
42'
12
0
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35'
7'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
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42'
42'
12
0
'
42'
42'
12
0
'
42'
39'
34
'
46
'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
39'
92'
29
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39'
34
'
117'
59
'
92'
46
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117'
46
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46
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117'
46
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46
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117'
46
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46
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117'
46
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46
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117'
46
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92'
54
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29
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39'
29
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117'
92'
39'
46
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117'
46
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117'
46
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117'
46
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117'
17
'
115'
30
'
42'
101
'
49'
10
5
'
7'43'
99
'
50'
96
'
51'
52'
97
'
49'
50'
10
5
'
48'40'
48'
10
5
'
48'
48'
10
5
'
48'
13'
20
'
86
'
48'
35'
39'2
0
'
98
'
46'
43
'
20'
94'
43
'
118'
20'
42
'
20'
85'
48
'
47
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105'
48
'
1'
48
'
105'
48
'
48
'
105'
48
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27'
10
5
'
52'
80
'
39'
48'
10
5
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48'
48'
10
5
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48'
48'
10
5
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3'
45'
48'
10
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48'
80
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54'
29'39'
48
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105'
48
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90
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39'
26'
11
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51'
44'
11
5
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44'
22'
22'
11
3
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44'
16
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95'
161
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11
3
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22'
22'
11
5
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44'
11
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90
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26'
64'
33
2
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1
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20
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57'
20
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0'
97
5040 SF
0.116 AC
89
5037 SF
0.116 AC
81
5816 SF
0.134 AC
74
6051 SF
0.139 AC
61
5117 SF
0.117 AC
0.116 AC
96
5040 SF
0.116 AC
88
5000 SF
0.115 AC
78
5420 SF
0.124 AC
73
6051 SF
0.139 AC
60
5117 SF
0.117 AC
103
5040 SF
0.116 AC
95
5040 SF
0.116 AC
87
5000 SF
0.115 AC
80
5422 SF
0.124 AC
72
6072 SF
0.139 AC
59
5117 SF
0.117 AC
102
5040 SF
0.116 AC
86
5000 SF
0.115 AC
66
6106 SF
0.140 AC
101
5040 SF
0.116 AC
85
5000 SF
0.115 AC
65
5040 SF
0.116 AC
100
5040 SF
0.116 AC
84
5000 SF
0.115 AC
64
5040 SF
0.116 AC
99
5040 SF
0.116 AC
83
5541 SF
0.127 AC
63
5066 SF
0.116 AC
98
5040 SF
0.116 AC
82
6036 SF
0.139 AC
62
5117 SF
0.117 AC
158
5326 SF
0.122 AC
151
5043 SF
0.116 AC
159
5040 SF
0.116 AC
152
5026 SF
0.115 AC
160
5040 SF
0.116 AC
145
5090 SF
0.117 AC
153
5393 SF
0.124 AC
161
5040 SF
0.116 AC
146
5046 SF
0.116 AC
154
5134 SF
0.118 AC
162
5040 SF
0.116 AC
147
5030 SF
0.115 AC
155
5038 SF
0.116 AC
163
5552 SF
0.127 AC
0.126 AC
148
5060 SF
0.116 AC
156
5040 SF
0.116 AC
164
5040 SF
0.116 AC
149
5040 SF
0.116 AC
157
5040 SF
0.116 AC
71
5000 SF
0.115 AC
150
5040 SF
0.116 AC
5000 SF
0.115 AC
130
6137 SF
0.141 AC
129
5382 SF
0.124 AC
128
5382 SF
0.124 AC
127
5382 SF
0.124 AC
5382 SF
0.124 AC
138
6184 SF
0.142 AC
139
5382 SF
0.124 AC
132
5382 SF
0.124 AC
140
5382 SF
0.124 AC
133
5382 SF
0.124 AC
141
5382 SF
0.124 AC
134
5382 SF
0.124 AC
142
5382 SF
0.124 AC
135
5382 SF
0.124 AC
143
5372 SF
0.123 AC
136
5382 SF
0.124 AC
144
5659 SF
0.130 AC
137
6184 SF
0.142 AC
131
6722 SF
0.154 AC
171
5060 SF
0.116 AC170
5048 SF
0.116 AC169
8110 SF
0.186 AC
168
8110 SF
0.186 AC
167
5048 SF
0.116 AC
166
5060 SF
0.116 AC
165
5730 SF
0.132 AC
172
5730 SF
0.132 AC
94
5040 SF
0.116 AC
79
5420 SF
0.124 AC
58
5117 SF
0.117 AC
93
5040 SF
0.116 AC
77
5575 SF
0.128 AC
57
5117 SF
0.117 AC
92
5040 SF
0.116 AC
76
5890 SF
0.135 AC
56
5010 SF
0.115 AC
91
5040 SF
0.116 AC
75
6051 SF
0.139 AC
55
5018 SF
0.115 AC
90
5040 SF
0.116 AC
54
5002 SF
0.115 AC
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
MA
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R30'
20' ADJACENT
PERFORMANCE
RESIDENTIAL
BUFFER
PROPOSED PUMP
STATION
PROPOSED LARGE
DOG PARK
PROPOSED SMALL
DOG PARK
PROPOSED
MAIL KIOSK
S77°39'31"
W
184.00'
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2
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2
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3
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142.11'
N77°39'31"
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348.15'
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"
E
284.00'
STOP SIGN, TYP.
STOP SIGN, TYP.
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP
BAR, TYP.
24" WIDE STOP BAR, TYP.
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
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E
P
L
A
N
-
S
H
E
E
T
2
O
F
3
C2.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
6
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
64'
64'
64'
64'
64'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
33'
8'
12
0
'
48'
36'
1
1
6
'
70'
36'
10
4
'
69'
31
'
6'
117'25
'
43
'
98'
42
'
120'
21
'
22
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
27
'
39'
95'
52
'
92'
39'
29
'
117'
54
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
30
'
16
'
115'
46
'
102
'
42'
59
'
92'
39'
34
'
117'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
39'
92'
29
'
39'
34
'
117'
59
'
92'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
92'
54
'
29
'
39'
29
'
117'
92'
39'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
17
'
115'
30
'
42'
101
'
49'
10
5
'
7'43'
99
'
50'
96
'
51'
52'
97
'
49'
50'
10
5
'
48'40'
48'
10
5
'
48'
48'
10
5
'
48'
13'
20
'
86
'
48'
35'
39'2
0
'
98
'
46'
43
'
20'
94'
118'
20'
42
'
20'
85'
47
'
105'
48
'
1'
48
'
105'
48
'
48
'
105'
48
'
27'
10
5
'
52'
80
'
39'
48'
10
5
'
48'
48'
10
5
'
48'
64'
20
'
57'
315'
35'
84'
112
5040 SF
0.116 AC
105
5040 SF
0.116 AC
97
5040 SF
0.116 AC
111
5006 SF
0.115 AC
104
5040 SF
0.116 AC
96
5040 SF
0.116 AC
110
5534 SF
0.127 AC
103
5040 SF
0.116 AC
95
5040 SF
0.116 AC
102
5040 SF
0.116 AC
116
6106 SF
0.140 AC
101
5040 SF
0.116 AC
115
5040 SF
0.116 AC
100
5040 SF
0.116 AC
114
5040 SF
0.116 AC
99
5040 SF
0.116 AC
113
5040 SF
0.116 AC
98
5040 SF
0.116 AC
158
5326 SF
0.122 AC
151
5043 SF
0.116 AC
159
5040 SF
0.116 AC
152
5026 SF
0.115 AC
160
5040 SF
0.116 AC
145
5090 SF
0.117 AC
153
5393 SF
0.124 AC
146
5046 SF
0.116 AC
154
5134 SF
0.118 AC
147
5030 SF
0.115 AC
155
5038 SF
0.116 AC
0.126 AC
148
5060 SF
0.116 AC
156
5040 SF
0.116 AC
149
5040 SF
0.116 AC
157
5040 SF
0.116 AC
150
5040 SF
0.116 AC
125
5382 SF
0.124 AC
117
6137 SF
0.141 AC
124
6769 SF
0.155 AC
130
6137 SF
0.141 AC
123
5705 SF
0.131 AC
122
5373 SF
0.123 AC
129
5382 SF
0.124 AC
121
5382 SF
0.124 AC
128
5382 SF
0.124 AC
120
5382 SF
0.124 AC
127
5382 SF
0.124 AC
119
5382 SF
0.124 AC
126
5382 SF
0.124 AC
118
5382 SF
0.124 AC
138
6184 SF
0.142 AC
139
5382 SF
0.124 AC
132
5382 SF
0.124 AC
140
5382 SF
0.124 AC
133
5382 SF
0.124 AC
141
5382 SF
0.124 AC
134
5382 SF
0.124 AC
142
5382 SF
0.124 AC
135
5382 SF
0.124 AC
143
5372 SF
0.123 AC
136
5382 SF
0.124 AC
144
5659 SF
0.130 AC
137
6184 SF
0.142 AC
131
6722 SF
0.154 AC
94
5040 SF
0.116 AC
109
5654 SF
0.130 AC
93
5040 SF
0.116 AC
108
6183 SF
0.142 AC
92
5040 SF
0.116 AC
107
5335 SF
0.122 AC
106
5040 SF
0.116 AC
W
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MATCHLINE C2.3
MA
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R30'
R30'
20' PERFORMANCE
RESIDENTIAL
SETBACK
PROPOSED
MAIL KIOSK
S77°39'31"
W
209.18'
S77°39'31"
W
284.00'
S77°39'31"
W
184.00'
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2
°
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0
'
2
9
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W
3
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2
.
6
0
'
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E
348.15'
N77°39'31
"
E
284.00'
N77°39'31
"
E
184.00'
STOP SIGN, TYP.
STOP SIGN, TYP.
24" WIDE STOP BAR, TYP.
24" WIDE STOP
BAR, TYP.
ACCESSIBLE
PARKING SIGN,
TYP. SEE SHEET
C12.1 FOR DETAIL
425' STOPPING SIGHT DISTANCE
BLUE CLAY ROAD
SPEED LIMIT = 45 MPH
DESIGN SPEED = 50 MPH
18.65' FROM
R/W TO EOP
22' E/P-E/P
100' PROTECTED STEM
(75' TO FIRST FIRE HYDRANT)
10'x70' SIGHT
DISTANCE TRIANGLE
10'x70' SIGHT
DISTANCE
TRIANGLE
BLUE CLAY ROAD
RIGHT-OF-WAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
EXISTING GRAVEL DRIVEWAY
BERWICK DRIVE
BLUE CLAY ROAD
EXISTING EOP
VOR 1,670' RADIUS;
55' HEIGHT LIMITATION FOR
BUILDINGS WITHIN THIS AREA;
FAA APPROVAL REQUIRED
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20' PERFORMANCE
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425' STOPPING SIGHT DISTANCE
R1-1 STOP SIGN
24" WIDE STOP BAR, TYP.
STOP SIGN, TYP.
24" WIDE STOP
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STOP SIGN, TYP.
24" WIDE STOP
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JOB NO.
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100'50'0
LEGEND
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PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
AMENITY AREA
OPEN SPACE
X
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18" RCPINV=23.73
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18
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18
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18
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END UKNOWN
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OUT=15.15
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MATCHLINE C3.2
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MATCHLINE C3.3
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4/1/2026
OV
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I
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P
L
A
N
C3.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
WATERMAIN
PR
O
P
E
R
T
Y
LI
N
E
10'
SINGLE 1" WATER SERVICE PER
CFPUA STD. (TYP)
SEWERMAIN
SINGLE 4" SEWER SERVICE PER
CFPUA STD. (TYP)
VARIES
PUBLIC UTILITY EASEMENT
R/W
SIDEWALK
TYPICAL SERVICE DETAIL
NOT TO SCALE
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
UTILITY NOTES
1.ALL WATER MAINS TO BE 8" DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED
OTHERWISE ON PLANS.
2.MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET.
3.ALL WATER METER SETTINGS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM LOT
CORNER, UNLESS OTHERWISE NOTED.
4.ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY AND
CAPE FEAR PUBLIC UTILITY AUTHORITY DETAILS AND SPECIFICATIONS.
5.ALL GATE VALVES ARE TO BE LOCATED WITHIN UTILITY STRIP. GATE VALVES ARE NOT TO
BE LOCATED WITHIN PAVEMENT, GUTTER PAN, OR ADA SIDEWALK RAMPS.
6.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A
3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE
HYDRANT AND FDC.
7.ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED
DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
8.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS
DELIVERED TO THE JOB SITE.
9.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.
10.ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO
NEW HANOVER COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY SPECIFICATIONS.
11.TIE-INS ARE NOT TO BE MADE UNTIL THE NEW EXTENSION HAS COMPLETED THE
DISINFECTION REQUIREMENTS IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY
AUTHORITY DESIGN STANDARDS AND SPECIFICATIONS AND COORDINATED WITH
UTILITIES.
12.CONDUCT WATERLINE CUT-IN OPERATIONS DURING NON-PEAK HOURS AND ALERT
AFFECTED PROPERTY OWNERS PRIOR TO WATERLINE SHUT OFF AND AFTER SERVICE IS
RESTORED.
13.ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED IN
ACCORDANCE WITH THE COUNTY SPECIFICATIONS AND CFPUA PRIOR TO BE PLACED
INTO SERVICE.
14.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER
COUNTY AND CAPE FEAR PUBLIC UTILITY AUTHORITY THE N.C. DEPT. OF
ENVIRONMENTAL HEALTH AND NATURAL RESOURCES.
15.A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST BE
SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER
LINES.
16.MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED:
a.HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND
WATER PIPES.
b.MINIMUM VERTICAL CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY
SEWER PIPES.
c.MINIMUM VERTICAL CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER
UTILITIES.
12.ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
13.INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING A
MANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER.
14.6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWN
ELEVATION MATCHED TO THE MAIN LINE.
15.SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHED GRADE.
16.PROJECT TO BE BUILT TO CFPUA SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
17.THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES.
18.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS
REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
19.SINGLE-FAMILY LOTS TO BE SERVED BY 4" PRIVATE SEWER SERVICES. SERVICE PLAN TO
BE DEVELOPED AT THE TIME OF THE PRE-CONSTRUCTION MEETING.
20.SINGLE-FAMILY LOTS WILL BE SERVED BY CFPUA 1" WATER SERVICE AND 5/8"x3/4"
WATER METER. PLAN TO BE DEVELOPED AT THE TIME OF THE PRE-CONSTRUCTION
MEETING.
21.ALL PROPOSED SANITARY SEWER MAINS ARE PUBLIC. MAINTENANCE ACCESS SHALL BE
PROVIDED TO CFPUA WITHIN PROPOSED PRIVATE RIGHT-OF-WAY.
22.THE PROPOSED WATER MAIN SHALL MAINTAIN A MINIMUM COVER OF 36" AND A MAXIMUM
OF 60", UNLESS OTHERWISE APPROVED BY CFPUA.
1.FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OF
STEAMER CONNECTION TO FINISHED GRADE.
2.ALL FIRE HYDRANTS REQUIRE A 5" STORZ
CONNECTION ON THE STEAMER CONNECTION OF THE
HYDRANT.
3.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM
STREET VIEW BY LANDSCAPING OR OTHER UTILITIES
FOR A 3' RADIUS AROUND THE HYDRANT.
4.THERE SHALL BE UNOBSTRUCTED ACCESS TO THE
FIRE HYDRANT
FIRE HYDRANT NOTES
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
NOTES:
1.THE PROPOSED WATER MAIN SHALL MAINTAIN
A MINIMUM COVER OF 36" AND A MAXIMUM OF
60", UNLESS OTHERWISE APPROVED BY
CFPUA.
X
XX
X
X
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
SA
N
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S
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P
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50
'
R
/
W
(
P
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)
COVE LANDING LANE
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
XXX
X
X
X
X X X X
X
43
43'
15
'
36
'
20'113'
47
'
89'
46
'
20'
115'
37
'
5'
47
'
20'
108'
42
'
50'
20'
91'
42
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63'
80'
90
'
84'
5
8
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20'89'
49
'
20'105'
47
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20'112'
46
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20'
109'
14
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55
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11
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3
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68
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96
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60'
63
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7'95'
44
'
38'
17'
4'
18
'
120'
44
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95'
32
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42
'
120'
1'
41
'
44
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114'
1
5
'
3
2
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20
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91'20'
40
'
27
'
110'
2
4
'
40'
5'
42'
42
'
120'
42
'
120'
27
'
42
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120'15
'
43
'
41
'
119'
43
'
25
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17
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113'
49
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49
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97'
48
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120'
55'
93'
42
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120'
42
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95'
47
'
22
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39'
39'
12
0
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9
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120
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120'
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120'
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39
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107'
49
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103'
26
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33'98'
39'
30
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51
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234'
111'70'
103'
100'
10
6
'
27
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48'
81'
38'
38'
57'
41'
31'
21
'
37'
46'51'
27
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53'
4
5
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10'
29
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52'
201
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58
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100'
39'
57
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162'
34'
1
36
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53
45
52
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24
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23
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41
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57
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54
18" RCP
INV=23.73
INV=22.86
INV=25.78
INV=25.72
18
R
C
P
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
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R
C
P
INV=22.74
INV=23.23
INV=23.39
18
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R
C
P
15
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R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
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R
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P
1
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P
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RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
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MATCHLINE C3.1
MATCHLINE C3.2
2''W2''W2''W2''W2''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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A
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N
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8''W
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8''W
8''W8''W
8''W
8'
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8''W
8''W
8''W8''W8''W
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8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
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8''
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8''
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2''
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2''
W
2''
W
2'
'
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2'
'
W
S
SA
N
S
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8''W
8''W
8'
'
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8'
'
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8'
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8''
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8''W
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8''W
8''W
8''
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8'
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8'
'
W
FM
FM
FM
FM
FM
FM
FM FM
FM
F
M
F
M
F
M
F
M
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
MJ CAP W/ 2" NIPPLE
8" GV, 2" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8"x8" CUT IN TEE W/ 2 GVS
APPROXIMATE LOCATION OF
EXISTING 8" C900 PVC WATERLINE
PROPOSED 8" C-900 DR-18 FORCEMAIN
BA
B
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 23
MH 22
MH 26
MH 36
MH 20 (5' DIA.)
MH 19 (5' DIA.)
MH 25
MH 21
MH 35
MH 24
MH 33
MH 27
MH 30
MH 32
MH 28
MH 29
MH 31
MH 37 (5' DIA.)
MH 34
B
B
FIRE HYDRANT
ASSEMBLY, TYP.
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
PUBLIC UTILITY
EASEMENT
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
D
D
30' PUBLIC UTILITY
EASEMENT
C
MATCHLINE C3.1
MATCHLINE C3.3
PUBLIC DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT
PUBLIC DRAINAGE
EASEMENT
40' TEMPORARY
CONSTRUCTION EASEMENT
B
8" X 8" TEE
MJ CAP W/ 2" NIPPLE
8" GV
2" GV
PROPOSED 2" PVC
SDR-21 WATER MAIN
8" C-900 DR-18
WATER MAIN
SAMPLING STATION
SEE CFPUA DETAIL W-8,
SHEET C12.3
8" GV
8" GV
9'Lx9'Wx3'D EXCAVATION PIT.
CONTRACTOR SHALL ACTIVELY
PROTECT THE INTEGRITY OF THE
ROAD STRUCTURE
8.5' FROM TOP OF
EXCAVATION PIT TO
EDGE OF PAVEMENT
10' MIN. HORIZONTAL
SEPARATION BETWEEN
SANITARY AND WATER (TYP.)
A
8" C-900 DR-18
SANITARY SEWER LINE
A
D
P
H
A
S
E
1
P
H
A
S
E
2
PHA
S
E
1
PHA
S
E
2
SEE CONTINUATION OF OFFSITE
FORCEMAIN DESIGN ON SHEET PS1.5
22.5° BEND
45° BEND
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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4/1/2026
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P
L
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1
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3
C3.1
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
UTILITY KEYNOTES LEGEND
11.25° MJ BEND
22.5° MJ BEND
22.5° + 11.25° MJ BEND
45° MJ BEND
A
B
C
D
NOTES:
1.THE PROPOSED WATER MAIN SHALL MAINTAIN
A MINIMUM COVER OF 36" AND A MAXIMUM OF
60", UNLESS OTHERWISE APPROVED BY
CFPUA.
2.PRIOR TO INSTALLATION OF 8"X8" CUT IN TEE,
CONTRACTOR SHALL CLOSE TWO NEAREST
GATE VALVES AND NOTIFY CFPUA AND
AFFECTED UTILITY CUSTOMERS FOR TIMING
X
X
XX
X
X
X
X
SCM 3
SCM 3
SCM 4
BL
U
E
B
A
Y
R
O
A
D
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
X
X
X
X
64'
64'
64'
64'
64'
43
'
17
'
113'
49
'
49
'
97'
103'
47
'
105'
49
'
46
'
111'24
'
25
'
42
'
120'
10
'
35
'
42
'
120'
44
'
42
'
120'
44
'
42
'
120'
44
'
120'
44
'
42
'
42
'
120'
44
'
42
'
120'
44
'
14
'
28
'
120'
43
'
120'
26
'
16
'
21
'
21
'
42
'
120'
42
'
27
'
39'
92'
3'
52
'
37'
1
2
0
'
65'
37'
1
2
0
'
65'
37'
12
0
'
65'
37'
120'
65'
37
'
115'
64
'
37
'
110'
63
'
37
'
110'
62
'
37
'
110'
6
2
'
3
7
'
110'
6
2
'
37'
120
'
64
'
113
'
37'
12
0
'
57'
7'
37'
10
3
'
61'4'
39'
99
'
62'
12'35'
10
4
'
52'
47'
10
9
'
47'
45'
11
4
'
45'
15'
27'
11
9
'
43'
42'
12
0
'
35'
7'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
39'
34
'
46
'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
39'
92'
29
'
39'
34
'
117'
59
'
92'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
92'
54
'
29
'
39'
29
'
117'
92'
39'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
17
'
115'
30
'
42'
101
'
49'
10
5
'
7'43'
99
'
50'
96
'
51'
52'
97
'
49'
50'
10
5
'
48'40'
48'
10
5
'
48'
48'
10
5
'
48'
13'
20
'
86
'
48'
35'
39'2
0
'
98
'
46'
43
'
20'
94'
43
'
118'
20'
42
'
20'
85'
48
'
47
'
105'
48
'
1'
48
'
105'
48
'
48
'
105'
48
'
27'
10
5
'
52'
80
'
39'
48'
10
5
'
48'
48'
10
5
'
48'
48'
10
5
'
3'
45'
48'
10
5
'
48'
80
'
54'
29'39'
48
'
105'
48
'
90
'
39'
26'
11
5
'
51'
44'
11
5
'
44'
22'
22'
11
3
'
44'
16
1
'
95'
161
'
11
3
'
22'
22'
11
5
'
44'
11
5
'
39'
90
'
26'
64'
33
2
'
29
1
'
20
'
57'
20
'
0'
97
8981
74
61
96
88
78
73
60
103
95
87
80
72
59
102
86
66
101
85
65
100
84
64
99
83
63
98
82
62
158
151
159
152
160
145
153
161
146
154
162
147
155
163
148
156
164
149
157
71
150
70
130
129
128
127
138
139
132
140
133
141
134
142
135
143
136
144
137
131
171
170
169
168 167
166
165
172
94
79
58
93
77
57
92
76
56
91
75
55
90
54
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C3.1
MATCHLINE C3.2
MA
T
C
H
L
I
N
E
C
3
.
2
MA
T
C
H
L
I
N
E
C
3
.
3
8''
W
8'
'
W
8'
'
W
8''
W
8''
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
S
A
N
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
SAN
S
A
N
SAN
SAN
8''
W
8''
W
8''
W
8'
'
W
8''
W
8'
'
W
8''
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
X
X
X
X
S
FM
FM
FM
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED PUMP STATION
2" CURB STOP
2" DOMESTIC WATER METER
2" RPZ ASSEMBLY
2" SDR 9 WATER SERVICE LINE
(2) 45° BENDS
PROPOSED 8" C-900 DR-18 FORCEMAIN
C
B
B
B
B
B
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
DROP MANHOLE
MH 4 (5' DIA.)
WET WELL
SEE PUMP STATION PLANS
MH 17
MH 14
MH 19 (5' DIA.)
MH 16
MH 18
MH 5
MH 13
MH 10
MH 2 (5' DIA.)
MH 3 (5' DIA.)
DROP MANHOLE
MH 11
MH 1 (5' DIA.)
POLYCRETE
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
MATCHLINE C3.1
MATCHLINE C3.3
INSTALL TEMPORARY BLOWOFF ASSEMBLY TO
ALLOW FOR TESTING AND RESTRAINING WATER
SERVICE WHEN PHASE 2 IS CONNECTED.
THE TEMPORARY BLOWOFF WILL BE REMOVED
DURING PHASE 2
SEE SHEET PS1.1 FOR CONTINUATION
8" X 8" TEE
(2) 8" GV
C
B
B
B
B
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
90°
8" GV
8" GV
P
H
A
S
E
1
P
H
A
S
E
2
PH
A
S
E
1
PH
A
S
E
2
8" C-900 DR-18
SANITARY SEWER LINE
MH 15
FIRE HYDRANT
ASSEMBLY, TYP.
PUBLIC UTILITY EASEMENT
10'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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S
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331
J. WALL
331
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4/1/2026
DE
T
A
I
L
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D
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L
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P
L
A
N
-
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E
E
T
2
O
F
3
C3.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
UTILITY KEYNOTES LEGEND
11.25° BEND
22.5° BEND
22.5° + 11.25° BEND
45° BEND
A
B
C
D
NOTE:
1.THE PROPOSED WATER MAIN SHALL MAINTAIN
A MINIMUM COVER OF 36" AND A MAXIMUM OF
60", UNLESS OTHERWISE APPROVED BY
CFPUA.
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
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N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
64'
64'
64'
64'
64'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
33'
8'
12
0
'
48'
36'
1
1
6
'
70'
36'
10
4
'
69'
31
'
6'
117'25
'
43
'
98'
42
'
120'
21
'
22
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
27
'
39'
95'
52
'
92'
39'
29
'
117'
54
'
46
'
117'
46
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46
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117'
46
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46
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117'
46
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46
'
117'
46
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30
'
16
'
115'
46
'
102
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42'
59
'
92'
39'
34
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117'
46
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117'
46
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117'
46
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117'
46
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117'
46
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117'
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92'
29
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34
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59
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46
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46
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46
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46
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92'
54
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29
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39'
29
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117'
92'
39'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
17
'
115'
30
'
42'
101
'
49'
10
5
'
7'43'
99
'
50'
96
'
51'
52'
97
'
49'
50'
10
5
'
48'40'
48'
10
5
'
48'
48'
10
5
'
48'
13'
20
'
86
'
48'
35'
39'2
0
'
98
'
46'
43
'
20'
94'
118'
20'
42
'
20'
85'
47
'
105'
48
'
1'
48
'
105'
48
'
48
'
105'
48
'
27'
10
5
'
52'
80
'
39'
48'
10
5
'
48'
48'
10
5
'
48'
64'
20
'
57'
315'
35'
84'
112
105
97
111
104
96
110
103
95
102
116
101
115
100
114
99
113
98
158
151
159
152
160
145
153
146
154
147
155
148
156
149
157
150
125
117
124
130
123
122
129
121
128
120
127
119
126
118
138
139
132
140
133
141
134
142
135
143
136
144
137
131
94
109
93
108
92
107
106
INV=17.54
72" CMP
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
W
W
W
W
W
W
W
W
W
W
W
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W
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P
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P
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P
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8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
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8''W
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'
W
8''
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8'
'
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8'
'
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8'
'
W
8''
W
FM
FM
F
M
FM
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
8" X 8" TEE
(2) 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8"x8" CUT IN TEE W/ 8" GVS
B
B
B
B
B
D
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
DROP MANHOLE
MH 5
MH 13
MH 10
MH 7
MH 11
MH 12
MH 8
MH 9PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
PUBLIC UTILITY
EASEMENT
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
MATCHLINE C3.1
MATCHLINE C3.3
8" X 8" TEE
(2) 8" GV
8" C-900 DR-18
WATER MAIN
B
10.73'
8" GV
8" GV
9'Lx9'Wx3'D EXCAVATION PIT.
CONTRACTOR SHALL ACTIVELY
PROTECT THE INTEGRITY OF THE
ROAD STRUCTURE
8.5' FROM TOP OF
EXCAVATION PIT TO
EDGE OF PAVEMENT
APPROXIMATE LOCATION OF
EXISTING 8" C900 PVC WATERLINE
P
H
A
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P
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JOB NO.
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CHECKED BY
DA
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V
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E
W
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Y
4/1/2026
DE
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O
F
3
C3.3
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
UTILITY KEYNOTES LEGEND
11.25° BEND
22.5° BEND
22.5° + 11.25° BEND
45° BEND
A
B
C
D
NOTES:
1.THE PROPOSED WATER MAIN SHALL MAINTAIN
A MINIMUM COVER OF 36" AND A MAXIMUM OF
60", UNLESS OTHERWISE APPROVED BY
CFPUA.
2.PRIOR TO INSTALLATION OF 8"X8" CUT IN TEE,
CONTRACTOR SHALL CLOSE TWO NEAREST
GATE VALVES AND NOTIFY CFPUA AND
AFFECTED UTILITY CUSTOMERS FOR TIMING
25
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2
5
2
5
2
5
2
5
2
5
2
5
30
30
30
30
30
3
0
30
30
1
5
2
0
1
5
2
0
18" RCPINV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP12
"
R
C
P
1
8
"
R
C
P
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.3918
"
R
C
P
15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
O
H
P
OH
P
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P
OH
P
OH
P
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P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
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4
7
7
,
P
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.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS N78°13'03"E
1
6
9
.
9
5
'
S
1
2
°
2
0
'
3
6
"
E
8
7
5
.
2
7
'
8''
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
2''W2''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SAN
SA
N
SA
N
SAN
SAN
SAN
S
A
N
SA
N
SAN
S
A
N
S
A
N
8''W
8''W
8''W8''W
8''W
8''W
8''W8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8'
'
W
2''
W
2''
W
8''
W
8'
'
W
S
S
8''W
8''W
8''
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8'
'
W
8'
'
W
8''W
8''W
8'
'
W
8''
W 8''W
8''W
8''W
8''
W
S
FM
FM FM
FM
F
M
F
M
FM
18" RCPINV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP12
"
R
C
P
1
8
"
R
C
P
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.3918
"
R
C
P
15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
15
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
O
H
P
OH
P
O
H
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
PO
W
E
R
L
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A
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M
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T
D.B
.
4
7
7
,
P
G
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1
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.
4
7
7
,
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1
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.
4
7
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7
8
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T
D.B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS N78°13'03"E
1
6
9
.
9
5
'
S
1
2
°
2
0
'
3
6
"
E
8
7
5
.
2
7
'
X
X
X
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BL
U
E
B
A
Y
R
O
A
D
50
'
R
/
W
(
P
R
I
V
A
T
E
)
BLUE LAGOON RUN
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
BAYVIEW S
T
R
E
E
T
50' R/W (PR
I
V
A
T
E
)
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (PR
I
V
A
T
E
)
BAYVIEW S
T
R
E
E
T
50' R/W (PR
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
X
X
X
X X
43
43'
15
'
36
'
20'113'
47
'
89'
46
'
20'115'
37
'
5'
47
'
20'
108'
42
'
50
'
20'
91'
42
'
63'
80'
90
'
84'
5
8
'
20'89'
49
'
20'105'
47
'
20'112'
46
'
20'109'
14
'
27
'
43'
89'
53
'
111'21
'
23
'
111'
55
'
111'
39
'
55
'
111'
39
'
55
'
110'
39
'
55'110'
39'
55'
11
0
'
39'
55'
11
0
'
39'
55'
1
1
0
'
0'
39'
64'
1
1
0
'
37'
64'
11
0
'
37'
64'
11
0
'
37'
64'
106
'
37'
11
0
'
8'
110'
37
'
64'
56
'
110'
3
5
'
4'
5
6
'
110'
3
9
'
5
5
'
110'39
'
35
'
104'
39
'
55
'
33
'
97'
44
'
21
'
1
1
'
111'
43
'
33
'
46
'
22
'
50
'
110'
19
'
26
'
56
'
69'
21'
3
5
'
39
'
44'3'
20'
11
1
'
60'
68
'
49'
96
'
50'
60'
63
'
7'95'
44
'
38'17'
4'
18
'
120'
44
'
95'
3
2
'
42
'
120'1'
41
'
4
4
'
114'
1
5
'
3
2
'
20
'
91'20'
40
'
27
'
110'
24
'
40'
5'
42'
42
'
120'
42
'
120'
27
'
42
'
120'15
'
43
'41
'
119'
43
'
25
'
17
'
113'
49
'
49
'
97'
48
'
120'
55'
93'
42
'
120'
42
'
95'
47
'
22
'
39'
39'
12
0
'
15'
46'
95'
39'
120
'
55'
39'
120'
55'
39
'120'
55
'
39
'
120'
55
'
39
'
107'
49
'
7'
1'
48
'
98'
49
'
1'
48
'
103'26
'
22
'
108'
3'
45
'
103'
50
'
48
'
103'
50
'
47
'
105'
49
'
46
'
111'24
'
25
'
42
'
120'
10
'
35
'
42
'
120'44
'
42
'
120'44
'
42
'
120'44
'
120'44
'
42
'
42
'
120'44
'
42
'
120'44
'
14
'
28
'
120'43
'
120'
26
'
16
'
21
'
21
'
42
'
120'42
'
27
'
39'
92'
3'
52
'
37'
1
2
0
'
65'
37'
1
2
0
'
65'
37
'
12
0
'
65'
37'
120'
65'
37
'115'
64
'
37
'
110'
63
'
37
'
110'
62
'
3
7
'
110'
62
'
3
7
'
110'
6
2
'
37'
120
'
64
'
113
'
37'
12
0
'
57'
7'
37'
10
3
'
61'4'
39'
99
'
62'
12'35'
10
4
'
52'
47'
10
9
'
47'
45'
11
4
'
45'
15'27'
11
9
'
43'
42'
12
0
'
35'7'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
33'8'
12
0
'
48'
36'
1
1
6
'
70'
36'
10
4
'
69'
31
'
6'
117'25
'
43
'
98'
42
'
120'21
'
22
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
27
'
39'
95'
52
'
92'
39'
29
'
117'
54
'
46
'
117'46
'
46
'
117'46
'
46
'
117'46
'
46
'
117'46
'
30
'
16
'
115'46
'
102
'
42'
59
'
92'
39'
34
'
117'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
39'
92'
29
'
39'
34
'
117'
59
'
92'
46
'
117'46
'
46
'
117'46
'
46
'
117'46
'
46
'
117'46
'
46
'
117'46
'
92'
54
'
29
'
39'
29
'
117'
92'
39'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
17
'
115'
30
'
42'
101
'
49'
10
5
'
7'43'
99
'
50'
96
'
51'
52'
97
'
49'
50'
10
5
'
48'40'
48'
10
5
'
48'
48'
10
5
'
48'
13'20
'
86
'
48'
35'
39'2
0
'
98
'
46'
43
'
20'
94'43
'
118'
20'
42
'
20'
85'
48
'
47
'
105'48
'
1'
48
'
105'48
'
48
'
105'
48
'
27'
10
5
'
52'
80
'
39'
48'
10
5
'
48'
48'
10
5
'
48'
48'
10
5
'
3'45'
48'
10
5
'
48'
80
'
54'
29'39'
48
'
105'
48
'
90
'
39'
26'
11
5
'
51'
44'
11
5
'
44'
22'22'
11
3
'
44'
16
1
'
95'
161
'
11
3
'
22'22'
11
5
'
44'
11
5
'
39'
90
'
26'
64'
11
0
'
20'
33'98'39'
30
'
33
2
'
29
1
'
20
'
57'
315'
35'
84
'
2
0
'
0'
51
'
234'
111'70'
103'
100'
10
6
'
27
'
48'
81'
38'
38'
57'
41'
31'
21
'
37'
46'51'
27
'
0'
53'
4
5
'
10'
29
'
52'
201
'
58
'
40
'
100'39'
57
'
35
'
6'
162'
34'
1
36
37
38
39
40
12
112
105
97
8981
74
61
53
45
111
104
96
88
78
73
60
52
44
110
103
95
87
80
72
59
51
34
102
86
66
50
116
101
85
65
49
115
100
84
64
48
114
99
83
63
47
113
98
82
62
46
158
8
151
159
69
35
15 7
152
160
68
22
14
6
145
153
161
67
21
13
5
146
154
162
20
4
147
155
163
19
11
3
148
156
164
18
10
2
149
157
71
17
9
150
70
16
125
117
124
130
123
122
129
121
128
120
127
119
126
118
138
139
132
140
133
141
134
142
135
143
136
144
137
131
171170169
168 167 166 165
172
32
2431
23
30
29
28 27
26
25
41
42
43
94
79
58
33
109
93
77
57
108
92
76
56
107
91
75
55
106
90
54
BL
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
60
'
P
U
B
L
I
C
R
/
W
BL
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
60
'
P
U
B
L
I
C
R
/
W
MATCHLINE C4.1
MATCHLINE C4.2
MATCHLINE C4.1
MATCHLINE C4.3
MA
T
C
H
L
I
N
E
C
4
.
2
MA
T
C
H
L
I
N
E
C
4
.
3
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
CONSTRUCTION WITHIN
PUBLIC DRAINAGE EASEMENT
SEE GRADING AND STORM
DRAINAGE NOTE 16
P
H
A
S
E
1
P
H
A
S
E
2
PHASE 1
PHASE 2
PH
A
S
E
1
PH
A
S
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2
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331
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OV
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C4.0
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
NOTES:
1.STATE PERMIT 401/404 SHALL BE OBTAINED
PRIOR TO ANY IMPACT TO JUSRISDICTIONAL
AND NON-JURISDICTIONAL WETLANDS.
2.AS-BUILT INFORMATION FOR THE
STORMWATER INFRASTRUCTURE SHALL BE
PROVIDED IN A GIS SHAPEFILE TO NEW
HANOVER COUNTY ENGINEERING FOLLOWING
CONSTRUCTION FOR COMPLIANCE.
3.ALL STORMWATER PONDS, PIPES, AND
DITCHES OUTSIDE OF RIGHT-OF-WAY SHALL BE
WITHIN A PERMANENT DRAINAGE EASEMENT
DEDICATED TO NEW HANOVER COUNTY.
4.ALL LOTS WITHOUT REAR YARD DRAINAGE
SHALL HAVE ROOF DRAINS THAT LEAD TO THE
FRONT YARD TO THEN BE TREATED BY ONE OF
THE FIVE WET PONDS.
5.ALL IMPERVIOUS AREA SHALL DRAIN TO THE
FOREBAY OF ONE OF THE FIVE PROPOSED
WET PONDS.
6.ALL PIPE BEDDING SHALL BE CLASS "C"
UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
7.ALL PROPOSED RCP PIPE SHALL BE CLASS III
UNLESS OTHERWISE NOTED.
8.STORMWATER STRUCTURES LABELED "GTI"
STANDS FOR GRATE TOP INLET. THESE ARE
DRIVEABLE GRATE INLETS WITHOUT THE
THROAT INLET THAT CATCH BASINS HAVE. SEE
DETAIL SHEET C11.8.
PUBLIC DRAINAGE EASEMENT"PDE"
GRADING AND STORM DRAINAGE NOTES
1.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY
COMPANIES INVOLVED IN ANY RELATED RELOCATION (I.E. POWER
POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
2.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE
BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL
VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE
PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3.THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN
THE LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE
ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING
ANY DISCREPANCIES IN THE CATCH BASIN ELEVATIONS OR THE
PROPOSED PIPE SLOPES TO THE ENGINEER. THE CONTRACTOR IS
ALSO RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN ANY
UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY
OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.
4.A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.
5.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED
TO MATCH FINISHED GRADE.
6.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
LABORATORY.
7.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS
NOTED OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL
DATUM NAVD88.
8.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
ANY WORK, GRADING OR INSTALLATION OF EROSION CONTROL
MEASURES.
9.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY
AISLES ARE TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL
DIRECTIONS. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20
(5.0%) SLOPE FOR THE LENGTH OF THE SIDEWALK AND NO MORE
THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THE SIDEWALK.
10.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE
SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO CONTACT THE OWNER PRIOR TO POURING ANY CONCRETE SO
THAT A SOLUTION CAN BE FOUND.
11.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR
BREAK POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT LABELED
THAT SHOULD BE TAKEN INTO CONSIDERATION. THE CONTRACTOR
SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURE
THAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO
PROVIDE POSITIVE DRAINAGE.
12.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL
REMAIN UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL
LANDSCAPING AND EXISTING TREES AND SHRUBS TO REMAIN WHICH
ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE
REPLACED BY THE CONTRACTOR USING A LICENSED LANDSCAPE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
13.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES
IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE. THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY THE EROSION CONTROL INSPECTOR OR THE
ENGINEER.
14.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL
APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE
AREAS.
15.ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
16.CONSTRUCTION WITHIN PUBLIC DRAINAGE EASEMENTS WILL BE
MAINTAINED BY THE COUNTY AND WILL NEED TO BE OBSERVED
DURING CONSTRUCTION BY STORMWATER SERVICES (910-798-7077).
CONTRACTOR TO SCHEDULE A TURNOVER MEETING WITH THE
COUNTY FOLLOWING CONSTRUCTION.
17.ALL COUNTY MAINTAINED PIPING SHALL BE IN ACCORDANCE WITH
NCDOT STANDARD DETAIL 300.01.
SWL PROPOSED SWALE CENTERLINE250.25
PRIVATE DRAINAGE EASEMENT"PRDE"
TWW PROPOSED TOP OF WING WALL250.25
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18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
O
H
P
OH
P
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS N78°13'03"E
1
6
9
.
9
5
'
S
1
2
°
2
0
'
3
6
"
E
8
7
5
.
2
7
'
2''W2''W2''W2''W2''W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
S
A
N
SAN
SA
N
8''W
8''W
8''W
8''W
8''W
8''W8''W
8''W
8'
'
W
8''W
8''W
8''W
8''W8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
8''
W
2''
W
2''
W
2''
W
2'
'
W
2'
'
W
S
SA
N
S
8''W
8''W
8''W
8'
'
W
8'
'
W
8'
'
W
8''
W
8''W 8''W
8''W
8''W
8''W
8''W
8''
W
8'
'
W
8'
'
W
FM
FM
FM
FM
FM
FM
FM FM
FM
F
M
F
M
F
M
F
M
18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
5
"
R
C
P
INV=21.25
INV=20.99
1
8
"
C
M
P
12
"
R
C
P
INV=22.74
INV=23.23
INV=23.39
18
"
R
C
P
15
"
R
C
P
INV=24.26
INV=24.75
INV=23.99
INV=24.17
1
5
"
R
C
P
DI
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
1
5
"
R
C
P
1
8
"
R
C
P
DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
RIM=25.21
IN(N)=22.86
OUT=22.75
YI
RIM=20.39
IN(W)=15.19
OUT=15.15
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
O
H
P
OH
P
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D.
B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS N78°13'03"E
1
6
9
.
9
5
'
S
1
2
°
2
0
'
3
6
"
E
8
7
5
.
2
7
'
X
XX
X
X
SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
SA
N
D
Y
S
H
O
R
E
S
P
L
A
C
E
50
'
R
/
W
(
P
R
I
V
A
T
E
)
COVE LANDING LANE
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
XXX
X
X
X
X X X X
X
43
43'
15
'
36
'
20'113'
47
'
89'
46
'
20'
115'
37
'
5'
47
'
20'
108'
42
'
50'
20'
91'
42
'
63'
80'
90
'
84'
5
8
'
20'89'
49
'
20'105'
47
'
20'112'
46
'
20'
109'
14
'
27
'
43'
89'
53
'
111'21
'
23
'
111'
55
'
111'
39
'
55
'
111'
39
'
55
'
110'
39
'
55
'
110'
39'
55'
110
'
39'
55'
11
0
'
39'
55'
1
1
0
'
0'
39'
64'
1
1
0
'
37'
64'
11
0
'
37'
64'
11
0
'
37'
64'
106
'
37'
110
'
8'
110'
37
'
64'
56'
110'
3
5
'
4'
5
6
'
110'
3
9
'
5
5
'
110'
39
'
35
'
104'
39
'
55
'
33
'
97'
44
'
21
'
1
1
'
111'
43
'
33
'
46
'
22
'
50
'
110'
19
'
26
'
56
'
69'
21'
3
5
'
39
'
44'3'
20'
11
1
'
60'
68
'
49'
96
'
50'
60'
63
'
7'95'
44
'
38'
17'
4'
18
'
120'
44
'
95'
32
'
42
'
120'
1'
41
'
44
'
114'
1
5
'
3
2
'
20
'
91'20'
40
'
27
'
110'
2
4
'
40'
5'
42'
42
'
120'
42
'
120'
27
'
42
'
120'15
'
43
'
41
'
119'
43
'
25
'
17
'
113'
49
'
49
'
97'
48
'
120'
55'
93'
42
'
120'
42
'
95'
47
'
22
'
39'
39'
12
0
'
15'
46'
9
5
'
39'
120
'
55'
39'
120'
55
'
39
'
120'
55
'
39
'
120'
55
'
39
'
107'
49
'
7'
1'
48
'
98'
49
'
1'
48
'
103'
26
'
22
'
108'
3'
45
'
103'
50
'
48
'
103'
50
'
47
'
105'
49
'
46
'
111'24
'
25
'
42
'
120'
10
'
35
'
42
'
44
'
64'
11
0
'
20'
33'98'
39'
30
'
51
'
234'
111'70'
103'
100'
10
6
'
27
'
48'
81'
38'
38'
57'
41'
31'
21
'
37'
46'51'
27
'
0'
53'
4
5
'
10'
29
'
52'
201
'
58
'
40
'
100'
39'
57
'
35
'
6'
162'
34'
1
36
37
38
39
40
12
53
45
52
44
51
34
50
49
48
47
46
8
69
35
15
7
68
22
14
6
67
21
13
5
20
4
19
11
3
18
10
2
71
17
9
70
16
32
24
31
23
30
29
28 27
26
25
41
42
43
33
57
56
55
54
28
2
8
28
28
28
29 29
28
28
27
28
27
22
23
24
25
26
2
3
2
4
25
26
2
7
2
4
27
2122
24 25 26 27
151617
24 25 2627
27
25
29
25
28
27
2
7
28
28
28
28
28
28
26
26
27
2
7
27
27
27
27
27
27
27 2
7
27
27
28
28
27
27
27
26
26
26
26
26 26
27
24
25
26
27
2
6
27
23242526
151617
16 17 18 19 20 21 22
23 24
25 26
2223242526
25
28
28
2
8
30 28
28
28
2
8
29
29
29
29
29
29
29
29
2
8
29
29
29
29
2
9
27
27
27
27
2
7
2
7
27
27
27
28
29
28
29
28
24
25
2
5
28
25
28
29
27
2222
25
25
25
23
27
29
32
1
8
1
9
2
0
23
24
25
26
27
23
2
4
25
26
27
23
24252627
22
1617 2
2
2
3
24
15
16
171819
20
21
2223
24
25
25
20
2
5
2
7
2
7
2
6
2
7
36" ADS HP
42" ADS HP
42" O-RING RCP
15" ADS HP
24
"
A
D
S
H
P
30" ADS HP
18" ADS HP
24" ADS HP
24" ADS HP
30" ADS HP
30" ADS HP
15" ADS HP
18" ADS HP24" A
D
S
H
P
24" ADS HP
30
"
A
D
S
H
P
3
0
"
A
D
S
H
P
36"
A
D
S
H
P
48" O-RING RCP
48" O-RING RCP
15" ADS HP
15"
A
D
S
H
P
18" ADS HP
18
"
A
D
S
H
P
24
"
A
D
S
H
P
30" ADS HP
30" ADS HP
30" ADS HP
15" ADS HP
15" ADS HP
18" ADS HP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
24" O-RING RCP
18
"
A
D
S
H
P
15" ADS HP
24" O-RING RCPBYPASS NETWORK 3
DUAL 42" CLASS V O-RING RCP. SEE
PROFILE ON SHEET C9.3
BEDDING PER NCDOT STD DETAIL 300.01
SEE SHEET C12.8
BYPASS SWALE 1
GRASS-LINED @ 0.45% SLOPE
BYPASS SWALE 1.1
ENDWALL 4
(PER NCDOT STD
DETAIL 838.01)
ENDWALL 3
(PER NCDOT STD
DETAIL 838.01)
ENDWALL 1
(PER NCDOT STD
DETAIL 838.80-MOD)
ENDWALL 2
(PER NCDOT STD
DETAIL 838.80-MOD)
BYPASS NETWORK 1
DUAL 42" CLASS V RCP. SEE
PROFILE ON SHEET C9.3
BEDDING PER NCDOT STD
DETAIL 300.01
SEE SHEET C12.8
BYPASS NETWORK 2
18" O-RING RCP. SEE
PROFILE ON SHEET C9.3.
BEDDING PER NCDOT STD
DETAIL 300.01
SEE SHEET C12.8
PPES 100
INV: 24.94
PPES 101
INV: 25.13
18" CLASS
V RCP
CPES 200
INV: 19.92
BL
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
6
0
'
P
U
B
L
I
C
R
/
W
24'Lx12'Wx18"D VDP
D50 = 8"
21'Lx11'Wx18"D
VDP D50 = 8"
8'Lx6'Wx12"D VDP
D50 = 4"
21'Lx11'Wx18"D VDP
D50 = 8"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"5'Lx4'Wx12"D VDP
D50 = 4"SCM 1 FOREBAY WEIR ELEV = 22.00'
SCM 1 FOREBAY DAM = 23.00'SCM 2 FOREBAY WEIR ELEV = 24.25'
SCM 2 FOREBAY DAM = 25.25'
SCM 5 FOREBAY
WEIR ELEV = 21.00'
SCM 5 FOREBAY
DAM ELEV = 22.00'
DI 2013
GTI 2008
CB 2007
CB 2016
CB 2012
CB 2011
CB 2017
CB 2015
CB 2014
CB 2002
CB 2005
CB 2006
CB 2003
FES 2000
SCM 5 RISER
SCM 5 FES
SCM 2 RISER
SCM 2 FES
SCM 3 RISER
SCM 3 FES
SCM 1 RISER
SCM 1 FES
CB 1012
CB 1010
CB 1009
CB 1006
CB 1011
CB 1018
CB 1019
CB 1008
CB 1020
GTI 1016
CB 1014
CB 1005
CB 1007
GTI 1013
CB 1015
CB 1021
CB 1003
CB 1004
MH 1002
FES 1000
CB 2103
CB 2104
MH 2101
FES 2100
PAD
27.90'
PAD
27.60'
PAD
27.40'
PAD
27.40'
PAD
27.60'
PAD
27.80'
PAD
27.90'
PAD
27.90'
PAD
27.70'
PAD
27.70'
PAD
27.80'
PAD
27.80'
PAD
27.30'PAD
27.30'
PAD
27.50'
PAD
28.90'
PAD
29.10'
PAD
29.30'
PAD
29.30'
PAD
29.10'
PAD
28.70'
PAD
27.90'
PAD
27.50'
PAD
27.36'
PAD
28.70'
PAD
27.70'
PAD
27.60'
PAD
28.60'
PAD
29.10'
PAD
27.70'
PAD
28.00'
PAD
28.50'
PAD
27.50'
PAD
27.40'
PAD
27.60'
PAD
27.70'
PAD
27.70'
PAD
27.60'
PAD
27.50'
PAD
28.70'
PAD
28.90'
PAD
28.90'
PAD
29.00'
PAD
28.90'
PAD
28.80'
PAD
28.90'
PAD
28.70'
PAD
28.70'
PAD
28.60'
PAD
29.00'
PAD
29.10'
PAD
29.10'
PAD
29.00'
PAD
28.80'
PAD
28.80'
PAD
28.90'
PAD
29.00'
PAD
29.00'
PAD
29.00'
PAD
29.30'
PAD
29.30'
PAD
29.20'
VARIABLE WIDTH PRDE
40' PDE
40' PDE
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 25.00'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 24.30'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.20'
100' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.90'
30' PRDE
VARIABLE WIDTH
PRIVATE DRAINAGE
AND SCM MAINTENANCE
EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
179
175
177
178
SCM 1 2.5" WATER QUALITY ORIFICE
(3x) 12"Hx24"W SECONDARY ORIFICES
SCM 3 3" WATER QUALITY ORIFICE
(2x) 12"Hx24"W SECONDARY ORIFICES
SCM 2 2.5" WATER QUALITY ORIFICE
(3x) 9"Hx24"W SECONDARY ORIFICES
SCM 5 2" WATER QUALITY ORIFICE
(2x) 12"Hx30"W SECONDARY ORIFICES
6"Hx36"W RECTANGULAR NOTCH
6"Hx36"W RECT. NOTCH
SWL
28.19'
SWL
28.70'
SWL
27.48'
SWL
28.42'
SWL
21.00'
SWL
21.36'
SWL
21.83'
SWL
22.08'
SWL
23.70'
SWL
24.00'
SWL
25.82'
SWL
26.29'
SWL
26.03'
SWL
25.61'
SWL
28.00'
3:1 3:1 D = 3' MIN.
BYPASS SWALE 1.1
GRASS-LINED @ 0.31% SLOPE
3:1
3:1
D = 3' MIN.
ENDWALL 6
(PER NCDOT STD
DETAIL 838.80 - MOD.)
21'Lx11'Wx26"D VDP
D50 = 10"
SEE PROFILE ON
SHEET C9.3
SEE PROFILE
ON SHEET C9.3
TWW
27.60'
TWW
26.00'
BW
22.30'
TW
28.30'
TWW
27.30'
TWW
26.80'
TWW
26.00'
BW
22.60'
TW
26.94'
TW
26.94'
BW
24.40'
BW
24.40'
BW
25.59'
BW
24.15'
TW
26.45'
TW
26.69'
BW
22.49'
TW
27.00'
BW
22.80'
TWW
25.77'TW
27.42'
EP
27.81'
EP
27.81'
EP
27.66'
EP
27.53'
EP
27.72'
CL
28.03'
CL
27.63'
EX EP
27.98' (±)
EX EP
27.88' (±)
EX EP
27.79' (±)
VARIABLE WIDTH PRDE
21'Lx11'Wx18"D VDP
D50 = 8"
21'Lx11'Wx18"D VDP
D50 = 8"
6'Lx5'Wx12"D VDP
D50 = 4"
6'Lx5'Wx12"D VDP
D50 = 4"
CONTRACTOR SHALL ENSURE
PROPOSED BYPASS SWALE
PROVIDES POSITIVE DRAINAGE
FROM EXISTING SWALE
10' TOP OF BERM ELEV. = 27.25'
20' PRDE
SWK
28.74'
SWK
28.94'
SWK
28.44'
SWK
28.10'
SWK
28.10'
SWK
28.47'
SWK
29.00'
SWK
28.71'
BW
22.80'
TWW
25.77'
TW
27.58'
TWW
25.46'
TW
27.47'
TWW
25.46'
TW
28.00'
TWW
27.60'
TW
28.60'
TW
28.58'
TWW
27.30'
TWW
26.80'
CB 2015A
18" ADS HP
PARKING LOT A
SEE DETAIL SHEET C4.5
45' PDE
45' PDE
MATCHLINE C4.1
MATCHLINE C4.2
MATCHLINE C4.1
MATCHLINE C4.3
25'Lx15'Wx18"D VDP
21'Lx11'Wx26"D VDP
D50 = 10"
BW
24.74'TW
25.07'
TW
26.79'BW
25.36'
TW
26.80'
BW
25.53'
BW
25.09'
TW
25.42'
TW
27.00'
BW
25.70'
RETAINING WALL
DESIGNED AND PERMITTED
BY OTHERS
CONTRACTOR TO PROVIDE
RAILING ASSESSMENT AND
DESIGN BY A LICENSED PE
AS PART OF THE BUILDING
PERMIT PROCESS
ENDWALL 5
(PER NCDOT STD
DETAIL 838.80-MOD.)
EX GND
19.80' (±)
EX GND
25.95' (±)
SWL
24.81'
EX GND
24.26' (±)
PERMANENT 20'
NCDOT PDE
PERMANENT 20'
NCDOT PDE
PERMANENT 20'
NCDOT PDE
NCDOT R/W
NCDOT R/W
45' PDE
30' PRDE
15" ADS HP
202 (1)
10' TOP OF BERM ELEV. = 26.00'
P
H
A
S
E
1
P
H
A
S
E
2
PHASE 1
PHASE 2
201 (1)
15" ADS HP
20' PRDE
BW
22.49'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
I
S
I
O
N
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331
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4/1/2026
DE
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C4.1
1" = 50'
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3
SCALE 1"=50'
100'50'0
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
PUBLIC DRAINAGE EASEMENT"PDE"
PRIVATE DRAINAGE EASEMENT"PRDE"
SWL PROPOSED SWALE CENTERLINE250.25
TWW PROPOSED TOP OF WING WALL250.25
2
7
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159
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145
153
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146
154
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155
163
148
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164
149
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71
150
70
130
129
128
127
138
139
132
140
133
141
134
142
135
143
136
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171
170
169
168 167
166
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28
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15" ADS HP
1
8
"
A
D
S
H
P
30" ADS HP
36" ADS HP
36" ADS HP
36" O-RING
R
C
P
36" O-RING RCP
15" ADS HP
15" ADS HP
15" ADS HP
15" ADS HP
18" ADS HP
24"
A
D
S
H
P
24" O-RING RCP
15" ADS HP
18" ADS HP
18" A
D
S
H
P
15" ADS HP
15" ADS HP
15
"
A
D
S
H
P
18" ADS HP
24" ADS HP
15" ADS HP
48" O-RING RCP
48" O-RING RCP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
15" ADS HP
DUAL 18" O-RING RCP
EQUALIZER PIPES
24'Lx12'Wx18"D VDP
D50 = 8"
8'Lx6'Wx12"D VDP
D50 = 4"
18'Lx9'Wx18"D VDP
D50 = 8"
18'Lx9'Wx18"D
VDP D50 = 8"
12'Lx6'Wx18"D VDP
D50 = 8"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"
4'Lx3'Wx12"D VDP
D50 = 4"
SCM 1 FOREBAY WEIR ELEV = 22.00'
SCM 1 FOREBAY DAM = 23.00'SCM 2 FOREBAY WEIR ELEV = 24.25'
SCM 2 FOREBAY DAM = 25.25'
SCM 4 FOREBAY WEIR ELEV = 25.50'
SCM 4 FOREBAY DAM = 26.50'
SCM 3A FOREBAY WEIR ELEV = 23.50'
SCM 3A FOREBAY DAM = 24.50'
SCM 3B FOREBAY WEIR ELEV = 23.50'
SCM 3B FOREBAY DAM = 24.50'
SCM 2 FES
SCM 3 RISER
SCM 3 FES
MH 1002
FES 1000
GTI 3202
CB 3201
GTI 3204
CB 3203
CB 3205
FES 3200
GTI 3106
CB 3105
CB 3111
GTI 3103
GTI 3109 GTI 3108
CB 3104
CB 3107
CB 3110
CB 3102
MH 3101
FES 3100
GTI 4002
CB 4001
FES 4000
GTI 5021
GTI 5020
CB 5018
CB 5022 CB 5019
CB 5017
CB 2103
CB 2104
PAD
29.10'
PAD
29.20'
PAD
29.40'
PAD
29.50'
PAD
29.10'
PAD
29.30'
PAD
29.50'
PAD
29.00'
PAD
29.80'
PAD
30.00'
PAD
30.20'
PAD
30.20'
PAD
29.90'
PAD
29.10'
PAD
29.10'
PAD
29.00'
PAD
28.90'
PAD
28.90'
PAD
28.70'
PAD
28.90'
PAD
29.20'
PAD
29.40'
PAD
29.70'
PAD
30.00'
PAD
30.30'
PAD
30.30'
PAD
29.10'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.70'
PAD
28.70'
PAD
28.60'
PAD
28.50'PAD
28.60'
PAD
28.70'
PAD
28.70'
PAD
28.60'
PAD
28.30'
PAD
28.40'
PAD
28.80'
SWL
27.37'
PAD
29.80'
PAD
29.80'
PAD
29.50'
PAD
29.30'
PAD
29.10'
PAD
28.80'
PAD
28.60'
PAD
28.40'
PAD
28.50'
PAD
28.50'
PAD
28.60'
PAD
28.80'
PAD
28.80'
PAD
28.50'
PAD
28.10'
PAD
28.90'
PAD
29.10'
PAD
29.30'
PAD
29.00'
PAD
29.30'
PAD
29.70'
PAD
29.50'
PAD
28.50'
PAD
28.80'
PAD
29.10'
PAD
29.60'
PAD
29.30'
PAD
29.10'PAD
29.30'
PAD
28.70'PAD
29.00'
PAD
28.50'
PAD
29.70'
PAD
30.00'
PAD
30.00'
PAD
29.10'
PAD
29.20'
PAD
29.40'
PAD
29.50'
PAD
29.50'
PAD
29.40'
PAD
29.30'
PAD
29.10'
PAD
29.50'
PAD
29.50'
PAD
29.30'
PAD
29.10'
PAD
29.00'
PAD
29.20'
PAD
29.20'
PAD
29.00'
PAD
29.10'
29.30'
PAD
29.20'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.20'
100' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.90'
3' WIDE CONCRETE
WEIR ELEV = 25.70'
SEE DETAIL SHEET C8.3
25' NAG C350 EMERGENCY
SPILLWAY ELEV = 27.00'
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE
AND SCM MAINTENANCE
EASEMENT
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
SCM 4 OUTFALL DEVICE.
SEE DETAIL SHEET C8.3.
177
SCM 3 3" WATER QUALITY ORIFICE
(2x) 12"Hx24"W SECONDARY ORIFICES
6"Hx36"W RECT. NOTCH
PAD
29.00'
SWL
28.22'
SWL
28.44'
SWL
26.90'
SWL
27.13'
SWL
26.67'
SWL
26.44'
SWL
26.21'
SWL
29.35'
SWL
27.62'
SWL
27.40'
SWL
27.84'
SWL
27.66'
CB 3007
CB 3002
CB 3009
CB 3010
CB 3003
CB 3004GTI 3006
CB 3005
FES 3000
18" ADS HP
24" ADS HP
24"
A
D
S
H
P
30" ADS HP
30
"
A
D
S
H
P
30" ADS HP
30" ADS HP
36" O-RING
R
C
P
MATCHLINE C4.1
MATCHLINE C4.2
MATCHLINE C4.1
MATCHLINE C4.3
MA
T
C
H
L
I
N
E
C
4
.
2
MA
T
C
H
L
I
N
E
C
4
.
3
30' PRDE
P
H
A
S
E
1
P
H
A
S
E
2
PHASE 1
PHASE 2
PH
A
S
E
1
PH
A
S
E
2
SWL
27.49'
SWL
27.27'
SWL
27.06'
SWL
27.00'
20' PRDE
15
"
A
D
S
H
P
204 (1)
20' PRDE
15" ADS HP
200 (2)
24" ADS HP
200 (1)
15" ADS HP
205 (1)
199 (2)
20' PRDE
CL
28.13'
SWL
27.92'
SWL
27.71'
SWL
27.50'
SWL
27.19'SWL
27.07'
SWL
27.40'
SWL
27.61'
SWL
27.82'
SWL
28.00'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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C4.2
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
PUBLIC DRAINAGE EASEMENT"PDE"
PRIVATE DRAINAGE EASEMENT"PRDE"
SWL PROPOSED SWALE CENTERLINE250.25
TWW PROPOSED TOP OF WING WALL250.25
192021
22
23
23
23
24
24
25
25
26
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25
26
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27
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27
27
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29
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292
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3
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3
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3
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27
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2
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2727
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27
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27
27
27
191
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2
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24
25
25
262
6
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26
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27
27
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2
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2
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27
28
28
28
2626
27
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27
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27
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25
25
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26
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26
26
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24
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25
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26
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27
27
23
2
324
2
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2
5
2
5
26
2
6
27
2
7
2
2
2
2
2
3
2
3
2
4
2
4
2
5
2
52
6
2
6
2
6
2
6
2
7
2
7
2
7
2
1
2
1
2
2
2
2
2
3
2
3
2
3 2
3
2
4 2
4
2
4 2
4
2
5
2
5
2
5
2
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2
5
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6
2
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2
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5
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6
2
6
INV=17.54
72" CMP
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
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WETLANDS
WETLANDS
WETLANDS
8''
W
8'
'
W
8'
'
W
8''
W
8''
W
8'
'
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8'
'
W
8''
W
8'
'
W
8'
'
W
8'
'
W
8''
W
FM
FM
F
M
FM
INV=17.54
72" CMP
INV=19.55
INV=20.21
INV=23.98
INV=23.97
INV=24.90
INV=24.90
18
"
R
C
P
18
"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18
"
R
C
P
18
"
R
C
P
18
"
R
C
P
18" RCP
12
"
R
C
P
1
8
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
C
M
P
DI
RIM=25.94
IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
RIM=24.48
IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP 6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18"
RCP
INV=16.78
W
W
W
W
W
W
W
W
W
W
W
W
W
OH
P
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
P
O
W
E
R
L
I
N
E
E
A
S
E
M
E
N
T
D
.
B
.
4
7
7
,
P
G
.
1
7
8
PO
W
E
R
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E
E
A
S
E
M
E
N
T
D.B
.
4
7
7
,
P
G
.
1
7
8
WETLANDS
WETLANDS
WETLANDS
SCM 1
SCM 3
SCM 5
BLUE SHO
R
E
S
D
R
I
V
E
50' R/W (P
R
I
V
A
T
E
)
BAYVIEW
S
T
R
E
E
T
50' R/W (P
R
I
V
A
T
E
)
AQ
U
A
M
A
R
I
N
E
W
A
Y
5
0
'
R
/
W
(
P
R
I
V
A
T
E
)
64'
64'
64'
64'
64'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
42'
12
0
'
42'
33'
8'
12
0
'
48'
36'
1
1
6
'
70'
36'
10
4
'
69'
31
'
6'
117'25
'
43
'
98'
42
'
120'
21
'
22
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
42
'
120'
42
'
27
'
39'
95'
52
'
92'
39'
29
'
117'
54
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
30
'
16
'
115'
46
'
102
'
42'
59
'
92'
39'
34
'
117'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
39'
92'
29
'
39'
34
'
117'
59
'
92'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
46
'
117'
46
'
92'
54
'
29
'
39'
29
'
117'
92'
39'
46
'
117'
46
'
117'
46
'
117'
46
'
117'
17
'
115'
30
'
42'
101
'
49'
10
5
'
7'43'
99
'
50'
96
'
51'
52'
97
'
49'
50'
10
5
'
48'40'
48'
10
5
'
48'
48'
10
5
'
48'
13'
20
'
86
'
48'
35'
39'2
0
'
98
'
46'
43
'
20'
94'
118'
20'
42
'
20'
85'
47
'
105'
48
'
1'
48
'
105'
48
'
48
'
105'
48
'
27'
10
5
'
52'
80
'
39'
48'
10
5
'
48'
48'
10
5
'
48'
64'
20
'
57'
315'
35'
84'
112
105
97
111
104
96
110
103
95
102
116
101
115
100
114
99
113
98
158
151
159
152
160
145
153
146
154
147
155
148
156
149
157
150
125
117
124
130
123
122
129
121
128
120
127
119
126
118
138
139
132
140
133
141
134
142
135
143
136
144
137
131
94
109
93
108
92
107
106
28
27
2
8
282
8
2
6
27
2
7
28
27
2
6
26
27
2122
29
2626
26
2
5
2
5
23 25
2325
23242526
151617
16 17 18 19 20 21 22
23 24 25
26
2223242526
2
9
2
9
2
9
2
9
29
29
30
3
030
2
9
30
29
28
29
28
2928
28 28
28
29 2
9
29
2
9
28
28
28
2
8
27
27
28
2
8
28
28
28
28
28
29
27
2
8
2
9 29
29
29
29
29
29
29
27
27
2
8
28
2
8
28
2
8
28
2
8
28
17
1
8
1
9
23
24
2
5
2
6
27
18
19
20
23
24
252627
18
19
20
2324
1
8
1
9
2
0
23
24
25
26
27
23
24
25
26
27
23
24252627
28
24
27
22 15
1617
22
2
3
2
4
2514
15
161718
19
20
21
22
23
2425
25
20
20
25
25
2
1
25
2
6
27
27
26
26
2
8
2
7
2
6
2
5
26
28
2
8
27
2
5
25
15" ADS HP
1
8
"
A
D
S
H
P
30" ADS HP
36" ADS HP
36" ADS HP
36" O-RING
R
C
P
36" O-RING RCP
15" ADS HP
15" ADS HP
15" ADS HP
15" ADS HP
24" O-RING RCP
15" ADS HP
18" ADS HP
18" A
D
S
H
P
15" ADS HP
15" ADS HP
15" AD
S
H
P
18
"
A
D
S
H
P
24
"
A
D
S
H
P
30
"
A
D
S
H
P
36" ADS HP
42"
A
D
S
H
P
15" ADS HP
18" ADS HP
15" ADS HP
15" ADS HP
15
"
A
D
S
H
P
18" ADS HP
24" ADS HP
24" ADS HP
36" ADS HP
15" ADS HP
48" O-RING RCP
48" O-RING RCP
15" O-RING RCP
15" O-RING RCP
15" O-RING RCP
CPES 200
INV: 19.92
CPES 201
INV: 20.17
30" CLASS
III RCP
24'Lx12'Wx18"D VDP
D50 = 8"
12'Lx6'Wx18"D VDP
D50 = 8"
21'Lx11'Wx18"D VDP
D50 = 8"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"
5'Lx4'Wx12"D VDP
D50 = 4"5'Lx4'Wx12"D VDP
D50 = 4"SCM 1 FOREBAY WEIR ELEV = 22.00'
SCM 1 FOREBAY DAM = 23.00'
SCM 3B FOREBAY WEIR ELEV = 23.50'
SCM 3B FOREBAY DAM = 24.50'
SCM 5 FOREBAY
WEIR ELEV = 21.00'
SCM 5 FOREBAY
DAM ELEV = 22.00'
SCM 5 RISER
SCM 5 FES
SCM 2 FES
SCM 3 RISER
SCM 3 FES
MH 1002
FES 1000
GTI 3202
CB 3201
GTI 3204
CB 3203
CB 3205
FES 3200
GTI 3106
CB 3105
GTI 3103
GTI 3109 GTI 3108
CB 3104
CB 3107
CB 3110
CB 3102
MH 3101
FES 3100
GTI 5021
GTI 5020
CB 5018
CB 5022 CB 5019
CB 5011
CB 5017
CB 5016
CB 5005
CB 5004CB 5013
CB 5001
GTI 5003
CB 5015
FES 5000
PAD
29.10'
PAD
29.00'
PAD
28.90'
PAD
28.90'
PAD
28.70'
PAD
28.90'
PAD
29.20'
PAD
29.40'
PAD
29.70'
PAD
30.00'
PAD
30.30'
PAD
30.30'
PAD
29.10'
PAD
29.00'
PAD
29.00'
PAD
28.50'
PAD
28.70'
PAD
28.70'
PAD
28.60'
PAD
28.50'PAD
28.60'
PAD
28.70'
PAD
28.70'
PAD
28.60'
PAD
28.30'
PAD
28.40'
PAD
28.80'
SWL
27.37'
PAD
29.80'
PAD
29.80'
PAD
29.50'
PAD
29.30'
PAD
29.10'
PAD
28.80'
PAD
28.60'
PAD
29.70'
PAD
28.40'
PAD
27.70'
PAD
27.10'
PAD
26.50'
PAD
26.50'
PAD
28.40'
PAD
28.50'
PAD
28.50'
PAD
28.60'
PAD
28.80'
PAD
28.80'
PAD
28.50'
PAD
28.10'
PAD
30.20'
PAD
29.80'
PAD
29.50'
PAD
29.10'
PAD
28.80'
PAD
28.50'
PAD
26.40'
PAD
26.40'
PAD
26.70'
PAD
26.60'
PAD
27.00'
PAD
27.30'
PAD
27.60'
PAD
29.00'
PAD
29.30'
PAD
29.70'
PAD
29.50'
PAD
28.50'
PAD
28.80'
PAD
26.70'
PAD
26.40'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 25.00'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 24.30'
50' NAG C350 EMERGENCY
SPILLWAY ELEV = 26.20'
30' PRDE
VARIABLE WIDTH
PRIVATE DRAINAGE
AND SCM MAINTENANCE
EASEMENT
MAINTENANCE EASEMENT
VARIABLE WIDTH
PRIVATE DRAINAGE AND SCM
MAINTENANCE EASEMENT
179
177
178
SCM 3 3" WATER QUALITY ORIFICE
(2x) 12"Hx24"W SECONDARY ORIFICES
SCM 5 2" WATER QUALITY ORIFICE
(2x) 12"Hx30"W SECONDARY ORIFICES
6"Hx36"W RECTANGULAR NOTCH
6"Hx36"W RECT. NOTCH
SWL
25.47'
SWL
24.87'
SWL
25.85'
SWL
25.48'
SWL
25.65'
SWL
26.06'
SWL
28.20'
SWL
27.04'
SWL
25.33'
SWL
25.10'
SWL
28.44'
SWL
26.90'
SWL
27.13'
SWL
26.67'
SWL
26.44'
SWL
26.21'
SEE PROFILE
ON SHEET C9.3
B
L
U
E
C
L
A
Y
R
O
A
D
-
S
.
R
.
1
3
1
8
6
0
'
P
U
B
L
I
C
R
/
W
EX EP
25.96' (±)
EX EP
26.22' (±)
EX EP
25.91' (±)
EP
25.81'
EP
25.63'
EP
25.63'
EP
25.62'
CL
25.89'CL
25.71'
GTI 5009
CB 5008
GTI 5007
MATCHLINE C4.1
MATCHLINE C4.3
MA
T
C
H
L
I
N
E
C
4
.
2
MA
T
C
H
L
I
N
E
C
4
.
3
1213
14
14
1
4
14
15
15
1
5
15
16
16
1
6
16
17
17
1
7
17
18
18
1
8
18
19
1
9
1
9
2
0
20
20
2
1
21
2
1
2
2
22
2
2
23
23
2
3
24
24
2
4
2
5
2
5
2
5
2
6
EX GND
20.47' (±)
EX GND
19.80' (±)
PERMANENT 20'
NCDOT PDE
PERMANENT 20'
NCDOT PDE
REMOVE DRIVEWAY AND REGRADE
TO MATCH EXISTING DITCH SECTION.
CONTRACTOR TO ENSURE POSITIVE
DRAINAGE FROM SOUTH TO NORTH.
CPES 200A
INV: 19.92
CPES 201A
INV: 20.17
30" CLASS
III RCP
NCDOT R/W
NCDOT R/W
30' PRDE
P
H
A
S
E
1
P
H
A
S
E
2
PHASE 1
PHASE 2
15" ADS HP
24" ADS HP
200 (1)
15" ADS HP
205 (1)
15" ADS HP
199 (2)
20' PRDE
20' PRDE
28.13'
SWL
27.92'
SWL
27.71'
SWL
27.50'
SWL
27.19'SWL
27.07'
SWL
27.40'
SWL
27.61'
SWL
27.82'
SWL
28.00'
SWL
25.26'
SWL
25.05'
SWL
24.84'
SWL
24.69'
36" ADS HP
199 (1)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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C4.3
1" = 50'
NA
D
8
3
SCALE 1"=50'
100'50'0
SITE BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
TW PROPOSED TOP OF WALL250.25
PROPOSED PAD GRADE
BW PROPOSED BOTTOM OF WALL250.25
PAD
250.25
PROPOSED CATCH BASIN
PROPOSED DRAINAGE INLET
PROPOSED FLARED END SECTION
PROPOSED RCP STORM PIPE
PROPOSED ADS HP STORM PIPE
PUBLIC DRAINAGE EASEMENT"PDE"
PRIVATE DRAINAGE EASEMENT"PRDE"
SWL PROPOSED SWALE CENTERLINE250.25
TWW PROPOSED TOP OF WING WALL250.25
8'
'
W
8''
W
8'
'
W
8''W
8''W
8''W
8''W
8''W
8''W
2''W2''W
S
S
S
S
S
S
S
S
S
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S
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SAN
SA
N
S
A
N
SAN
SAN
SAN
SA
N
SA
N
SAN
S
A
N
SA
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8''W
8''W
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0.126 AC
MATCHLINE C11.1
MATCHLINE C11.2
MATCHLINE C11.1
MATCHLINE C11.3
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SCALE 1"=100'
200'100'
LEGEND
OV
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R
A
L
L
L
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D
S
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C11.0
1" = 100'
SOUTHERN LIVE OAK
PLANTING LEGEND
MUSKOGEE CRAPEMYRTLE
SYM COMMON NAME SIZE/COND QTY
CANOPY TREES
UNDERSTORY TREES
B&B
B&B 15
96
REMARKS
2" CALIPER
8' HEIGHT
BOTANICAL NAME
QUERCUS VIRGINIANA
LAGERSTROEMIA X 'MUSKOGEE'
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
RETAINED EXISTING TREE
PERIMETER LANDSCAPING
LANDSCAPE ISLAND
NOTE: SITE LIGHTING SHOWN IS CONCEPTUAL.
COORDINATE WITH DUKE ENERGY FOR EXACT
LOCATIONS AND DETAILS.
2''W2''W2''W2''W2''W
S
S
S
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S
S
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S
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SA
N
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N
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N
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SA
N
8''W
8''W
8''W
8''W
8''W
8''W8''W
8''W
8'
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8''W
8''W
8''W
8''W8''W8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''
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8''
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8''
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8''
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2''
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8''W
8''W
8''W
8'
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8'
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8'
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8''W 8''W
8''W
8''W
8''W
8''W
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FM
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INV=25.78
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18
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SCM 1
SCM 2
SCM 5
BLUE BAY ROAD
50' R/W (PRIVATE)
BLUE LAGOON RUN
50' R/W (PRIVATE)
SA
N
D
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COVE LANDING LANE
50' R/W (PRIVATE)
HARBOR MIST LANE
50' R/W (PRIVATE)
XXX
X
X
X
X X X X
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43
43'
15
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36
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20'113'
47
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89'
46
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20'
115'
37
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5'
47
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20'
108'
42
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50'
20'
91'
42
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63'
80'
90
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5
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20'89'
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20'105'
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19
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3
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68
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96
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60'
63
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7'95'
44
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38'
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18
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120'
44
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32
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120'
1'
41
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114'
1
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40
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27
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2
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27
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49
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22
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39'
30
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51
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111'70'
103'
100'
10
6
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27
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81'
38'
38'
57'
41'
31'
21
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46'51'
27
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4
5
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29
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201
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1
36
37
38
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12
53
45
52
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34
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48
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8
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35
15
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22
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67
21
13
5
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70
16
32
24
31
23
30
29
28 27
26
25
41
42
43
33
57
56
55
54
36
5001 SF
0.115 AC
37
5040 SF
0.116 AC
38
5028 SF
0.115 AC
39
5039 SF
0.116 AC
40
5116 SF
0.117 AC
12
5486 SF
0.126 AC
53
5034 SF
0.116 AC
45
5646 SF
0.130 AC
52
5023 SF
0.115 AC
44
5161 SF
0.118 AC
51
5021 SF
0.115 AC
34
5012 SF
0.115 AC
50
5000 SF
0.115 AC
49
5352 SF
0.123 AC
48
5646 SF
0.130 AC
47
5647 SF
0.130 AC
46
5647 SF
0.130 AC
8
5133 SF
0.118 AC
69
5070 SF
0.116 AC
35
6746 SF
0.155 AC
15
5171 SF
0.119 AC
7
5130 SF
0.118 AC
68
5055 SF
0.116 AC
22
5881 SF
0.135 AC
14
5277 SF
0.121 AC
6
5134 SF
0.118 AC
67
5040 SF
0.116 AC
21
5000 SF
0.115 AC
13
5369 SF
0.123 AC
5
5142 SF
0.118 AC
20
5230 SF
0.120 AC
4
5154 SF
0.118 AC
19
5079 SF
0.117 AC
11
5486 SF
0.126 AC
3
5170 SF
0.119 AC
18
5095 SF
0.117 AC
10
5486 SF
0.126 AC
2
5190 SF
0.119 AC
71
5000 SF
0.115 AC
17
5133 SF
0.118 AC
9
5486 SF
0.126 AC
1
5367 SF
0.123 AC
70
5000 SF
0.115 AC
16
5133 SF
0.118 AC
32
6558 SF
0.151 AC
24
5698 SF
0.131 AC
31
5546 SF
0.127 AC
23
7360 SF
0.169 AC
30
5476 SF
0.126 AC
29
5070 SF
0.116 AC
28
7039 SF
0.162 AC
27
7089 SF
0.163 AC
26
5161 SF
0.118 AC
25
5599 SF
0.129 AC
41
5116 SF
0.117 AC
42
5040 SF
0.116 AC
43
5506 SF
0.126 AC
33
6604 SF
0.152 AC
57
5117 SF
0.117 AC
56
5010 SF
0.115 AC
55
5018 SF
0.115 AC
54
5002 SF
0.115 AC
MATCHLINE C11.1
MATCHLINE C11.2
MATCHLINE C11.1
MATCHLINE C11.3
MUSKOGEE CRAPEMYRTLE (TYP.)
SOUTHERN LIVE OAK (TYP.)
P
H
A
S
E
1
P
H
A
S
E
2
PHA
S
E
1
PHA
S
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2
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
V
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S
I
O
N
D
E
S
C
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PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
RETAINED EXISTING TREE
PERIMETER LANDSCAPING
LANDSCAPE ISLAND
SOUTHERN LIVE OAK
PLANTING LEGEND
MUSKOGEE CRAPEMYRTLE
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B&B
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BOTANICAL NAME
QUERCUS VIRGINIANA
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102
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100
84
64
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83
63
98
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158
151
159
152
160
145
153
161
146
154
162
147
155
163
148
156
164
149
157
71
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70
130
129
128
127
138
139
132
140
133
141
134
142
135
143
136
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171
170
169
168 167
166
165
172
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58
93
77
57
92
76
56
91
75
55
90
54
97
5040 SF
0.116 AC
89
5037 SF
0.116 AC
81
5816 SF
0.134 AC
74
6051 SF
0.139 AC
61
5117 SF
0.117 AC
0.116 AC
96
5040 SF
0.116 AC
88
5000 SF
0.115 AC
78
5420 SF
0.124 AC
73
6051 SF
0.139 AC
60
5117 SF
0.117 AC
103
5040 SF
0.116 AC
95
5040 SF
0.116 AC
87
5000 SF
0.115 AC
80
5422 SF
0.124 AC
72
6072 SF
0.139 AC
59
5117 SF
0.117 AC
102
5040 SF
0.116 AC
86
5000 SF
0.115 AC
66
6106 SF
0.140 AC
101
5040 SF
0.116 AC
85
5000 SF
0.115 AC
65
5040 SF
0.116 AC
100
5040 SF
0.116 AC
84
5000 SF
0.115 AC
64
5040 SF
0.116 AC
99
5040 SF
0.116 AC
83
5541 SF
0.127 AC
63
5066 SF
0.116 AC
98
5040 SF
0.116 AC
82
6036 SF
0.139 AC
62
5117 SF
0.117 AC
158
5326 SF
0.122 AC
151
5043 SF
0.116 AC
159
5040 SF
0.116 AC
152
5026 SF
0.115 AC
160
5040 SF
0.116 AC
145
5090 SF
0.117 AC
153
5393 SF
0.124 AC
161
5040 SF
0.116 AC
146
5046 SF
0.116 AC
154
5134 SF
0.118 AC
162
5040 SF
0.116 AC
147
5030 SF
0.115 AC
155
5038 SF
0.116 AC
163
5552 SF
0.127 AC
0.126 AC
148
5060 SF
0.116 AC
156
5040 SF
0.116 AC
164
5040 SF
0.116 AC
149
5040 SF
0.116 AC
157
5040 SF
0.116 AC
71
5000 SF
0.115 AC
150
5040 SF
0.116 AC
5000 SF
0.115 AC
130
6137 SF
0.141 AC
129
5382 SF
0.124 AC
128
5382 SF
0.124 AC
127
5382 SF
0.124 AC
5382 SF
0.124 AC
138
6184 SF
0.142 AC
139
5382 SF
0.124 AC
132
5382 SF
0.124 AC
140
5382 SF
0.124 AC
133
5382 SF
0.124 AC
141
5382 SF
0.124 AC
134
5382 SF
0.124 AC
142
5382 SF
0.124 AC
135
5382 SF
0.124 AC
143
5372 SF
0.123 AC
136
5382 SF
0.124 AC
144
5659 SF
0.130 AC
137
6184 SF
0.142 AC
131
6722 SF
0.154 AC
171
5060 SF
0.116 AC170
5048 SF
0.116 AC169
8110 SF
0.186 AC
168
8110 SF
0.186 AC
167
5048 SF
0.116 AC
166
5060 SF
0.116 AC
165
5730 SF
0.132 AC
172
5730 SF
0.132 AC
94
5040 SF
0.116 AC
79
5420 SF
0.124 AC
58
5117 SF
0.117 AC
93
5040 SF
0.116 AC
77
5575 SF
0.128 AC
57
5117 SF
0.117 AC
92
5040 SF
0.116 AC
76
5890 SF
0.135 AC
56
5010 SF
0.115 AC
91
5040 SF
0.116 AC
75
6051 SF
0.139 AC
55
5018 SF
0.115 AC
90
5040 SF
0.116 AC
54
5002 SF
0.115 AC
MATCHLINE C11.1
MATCHLINE C11.2
MATCHLINE C11.1
MATCHLINE C11.3
MA
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C1
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.
2
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MUSKOGEE CRAPEMYRTLE (TYP.)
SOUTHERN LIVE OAK (TYP.)
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PROPOSED LOT LINE
UTILITY EASEMENT
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RETAINED EXISTING TREE
PERIMETER LANDSCAPING
LANDSCAPE ISLAND
SOUTHERN LIVE OAK
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BOTANICAL NAME
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42'
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42'
42'
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36'
1
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36'
10
4
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31
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117'25
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43
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42
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120'
21
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22
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42
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42
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42
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120'
42
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42
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42
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42
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27
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95'
52
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29
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48'
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5
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48'
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13'
20
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35'
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0
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47
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48'
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64'
20
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315'
35'
84'
112
105
97
111
104
96
110
103
95
102
116
101
115
100
114
99
113
98
158
151
159
152
160
145
153
146
154
147
155
148
156
149
157
150
125
117
124
130
123
122
129
121
128
120
127
119
126
118
138
139
132
140
133
141
134
142
135
143
136
144
137
131
94
109
93
108
92
107
106
112
5040 SF
0.116 AC
105
5040 SF
0.116 AC
97
5040 SF
0.116 AC
111
5006 SF
0.115 AC
104
5040 SF
0.116 AC
96
5040 SF
0.116 AC
110
5534 SF
0.127 AC
103
5040 SF
0.116 AC
95
5040 SF
0.116 AC
102
5040 SF
0.116 AC
116
6106 SF
0.140 AC
101
5040 SF
0.116 AC
115
5040 SF
0.116 AC
100
5040 SF
0.116 AC
114
5040 SF
0.116 AC
99
5040 SF
0.116 AC
113
5040 SF
0.116 AC
98
5040 SF
0.116 AC
158
5326 SF
0.122 AC
151
5043 SF
0.116 AC
159
5040 SF
0.116 AC
152
5026 SF
0.115 AC
160
5040 SF
0.116 AC
145
5090 SF
0.117 AC
153
5393 SF
0.124 AC
146
5046 SF
0.116 AC
154
5134 SF
0.118 AC
147
5030 SF
0.115 AC
155
5038 SF
0.116 AC
0.126 AC
148
5060 SF
0.116 AC
156
5040 SF
0.116 AC
149
5040 SF
0.116 AC
157
5040 SF
0.116 AC
150
5040 SF
0.116 AC
125
5382 SF
0.124 AC
117
6137 SF
0.141 AC
124
6769 SF
0.155 AC
130
6137 SF
0.141 AC
123
5705 SF
0.131 AC
122
5373 SF
0.123 AC
129
5382 SF
0.124 AC
121
5382 SF
0.124 AC
128
5382 SF
0.124 AC
120
5382 SF
0.124 AC
127
5382 SF
0.124 AC
119
5382 SF
0.124 AC
126
5382 SF
0.124 AC
118
5382 SF
0.124 AC
138
6184 SF
0.142 AC
139
5382 SF
0.124 AC
132
5382 SF
0.124 AC
140
5382 SF
0.124 AC
133
5382 SF
0.124 AC
141
5382 SF
0.124 AC
134
5382 SF
0.124 AC
142
5382 SF
0.124 AC
135
5382 SF
0.124 AC
143
5372 SF
0.123 AC
136
5382 SF
0.124 AC
144
5659 SF
0.130 AC
137
6184 SF
0.142 AC
131
6722 SF
0.154 AC
94
5040 SF
0.116 AC
109
5654 SF
0.130 AC
93
5040 SF
0.116 AC
108
6183 SF
0.142 AC
92
5040 SF
0.116 AC
107
5335 SF
0.122 AC
106
5040 SF
0.116 AC
MATCHLINE C11.1
MATCHLINE C11.3
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3 EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
4" X 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH
WITH MULCH
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6" SAUCER
3 X ROOTBALL
DIAMETER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
2 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
3 X ROOTBALL
DIAMETER
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
1 SHRUB DETAIL
NOT TO SCALE
GENERAL NOTES
PRE-CONSTRUCTION
·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES
SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF
CONFLICTS.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY
AND SHALL BE VERIFIED PRIOR TO BIDDING.
·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS
AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR
NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE
ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS
CONSTRUCTION/INSTALLATION
·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR
UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD
FOR NURSERY STOCK"
·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF
TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL
NOT INTERFERE WITH SIGHT DISTANCES.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION
AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR
WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS
RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT.
·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST
DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE
OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE
NOT THE RESPONSIBILITY OF THE CONTRACTOR
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN
REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
PLAN VIEW
ROOT BALL
3- 2" x 2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
12 GAUGE GALVANIZED WIRE
ALLOW FOR SLIGHT MOVEMENT
SET ROOTBALL FLUSH TO GRADE OR
1-2" HIGHER IN SLOWLY DRAINING
SOILS. DO NOT COVER THE TOP OF
THE ROOTBALL WITH SOIL.
ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL BASE
FIRMLY WITH FOOT PRESSURE SO
THAT ROOTBALL DOES NOT SHIFT
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
6" SAUCER
1" COMPOST LAYER
BIORETENTION SOIL MIX
2-3" MULCH LAYER TO EDGE OF
DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
PRUNE BROKEN BRANCHES
REMOVE TAGS, LABELS AND
PLASTIC SLEEVING DO NOT
WRAP TRUNK
DO NOT PRUNE TERMINAL LEADER
OR BRANCH TIPS
NEW 1/2" RUBBER HOSE
3 2x2 HARDWOOD STAKES,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A
MIN. 18" OUT FROM TRUNK
AND OUTSIDE OF ROOTBALL
3 X ROOTBALL
DIAMETER
4 MULTI-STEM TREE PLANTING
NOT TO SCALE
MAINTENANCE
1.THE RESPONSIBILITY FOR MAINTENANCE OF REQUIRED LANDSCAPING SHALL REMAIN WITH THE OWNER OF THE PROPERTY,
HIS OR HER SUCCESSORS, HEIRS, ASSIGNEES OR ANY CONSENTING GRANTEE. MAINTENANCE IS REQUIRED IN ORDER TO
ENSURE THE PROPER FUNCTIONING OF THE PLANTINGS AS A LANDSCAPED AREA, WHICH REDUCES OR ELIMINATES NUISANCE
AND/OR CONFLICT.
2.ALL PLANTINGS SHALL BE MAINTAINED IN AN ATTRACTIVE AND HEALTHY CONDITION. MAINTENANCE SHALL INCLUDE, BUT NOT
BE LIMITED TO, WATERING, MULCHING, FERTILIZING AND PEST MANAGEMENT, MOWING, WEEDING, REMOVAL OF LITTER AND
DEAD PLANT MATERIAL, AND NECESSARY PRUNING AND TRIMMING.
3.NECESSARY PRUNING AND TRIMMING SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS FOR TREE CARE
OPERATIONS: TREE SHRUB AND OTHER WOODY PLANT MAINTENANCE - STANDARDS PRACTICES (PRUNING), AND SHALL NOT
BE INTERPRETED TO INCLUDE TOPPING OF TREES THROUGH REMOVAL OF CROWN MATERIAL OR THE CENTRAL LEADER, OR
ANY OTHER SIMILARLY SEVERE PROCEDURES SUCH AS LOLLIPOPPING OR MEATBALLING THAT CAUSE IRREPARABLE HARM TO
THE NATURAL FORM OF THE TREE, EXCEPT WHERE SUCH PROCEDURES ARE NECESSARY TO MAINTAIN PUBLIC OVERHEAD
UTILITIES. ANY SUCH ACTIVITY SHALL BE A VIOLATION OF THESE ZONING REGULATIONS.
4.DEAD OR DISEASED PLANTINGS SHALL BE REMOVED. UNLESS SPECIFICALLY EXEMPTED (SUCH AS UNDERSTORY TREES
SHADED BY CANOPY TREES), REPLACEMENT PLANTINGS SHALL BE PROVIDED FOR ANY REQUIRED PLANTS WHICH DIE OR ARE
REMOVED FOR ANY REASON AND SHALL MEET ALL MINIMUM STANDARDS AND CONFORM TO THESE REGULATIONS.
5.NATURAL WATERCOURSES WITHIN A LANDSCAPED AREA SHALL BE MAINTAINED IN A NATURAL CONDITION CONSISTENT WITH
ANY APPLICABLE REGULATIONS.
6.A WATER SOURCE SHALL BE SUPPLIED WITHIN 100 FEET OF ANY PLANTING REQUIRING CONTINUING WATERING. WHERE
NON-NATIVE OR NON-DROUGHT TOLERANT NATIVE VEGETATION IS INCORPORATED, AN IRRIGATION SYSTEM SHALL BE
REQUIRED.
7.LANDSCAPE STRUCTURAL FEATURES SUCH AS WALLS, FENCES, BERMS OR WATER FEATURES SHALL BE MAINTAINED IN A
STRUCTURALLY SAFE AND ATTRACTIVE CONDITION.
8.WHERE OTHER USES, INCLUDING PEDESTRIAN, BIKE OR OTHER TRAILS, ARE ALLOWED WITHIN A LANDSCAPED AREA, THESE
USES SHALL BE MAINTAINED TO PROVIDE FOR THEIR SAFE USE.
9.FAILURE TO MAINTAIN. IN THE EVENT THAT ANY OWNER OF A LANDSCAPE AREA FAILS TO MAINTAIN SAME ACCORDING TO THE
STANDARDS OF THESE REGULATIONS, THESE REGULATIONS SHALL BE ENFORCEABLE BY THE TOWN WITH THE RIGHT TO
RECOVER THE COST OF ENFORCEMENT, INCLUDING REASONABLE ATTORNEY FEES. THE TOWN MAY ALSO, FOLLOWING
REASONABLE NOTICE AND A DEMAND THAT DEFICIENCY OF MAINTENANCE BE CORRECTED, ENTER THE LANDSCAPE AREA TO
MAINTAIN SAME. THE COST OF SUCH MAINTENANCE SHALL BE CHARGED TO THOSE PERSONS HAVING THE PRIMARY
RESPONSIBILITY FOR MAINTENANCE OF THE LANDSCAPE AREA.
10.HARDSHIP RELIEF. THE LANDSCAPING REQUIREMENTS MAY BE MODIFIED BY THE ADMINISTRATOR UPON A FINDING THAT A
MODIFICATION WOULD BE CONSISTENT WITH THE PURPOSE AND INTENT OF THIS ARTICLE, WITH ANY ADOPTED LAND USE
PLANS, THAT SUCH MODIFICATION WOULD NOT ADVERSELY AFFECT THE LAND USE COMPATIBILITY OR PUBLIC INTEREST, AND
COMPLIES WITH ONE OR MORE OF THE FOLLOWING CRITERIA: (1) THE AFFECTED AREA ADJOINS AN EXISTING UTILITY OR
DRAINAGE EASEMENT OF AT LEAST 100 FEET IN WIDTH; (2) THE AFFECTED AREA IS BETWEEN USES THAT ARE TO BE
DEVELOPED UNDER A COMMON DEVELOPMENT PLAN OR SERIES OF DEVELOPMENT PLANS; OR (3) THE AFFECTED AREA
ADJOINS A PROPERTY THAT HAS A JOINT USE AGREEMENT WITH THE PARCEL UNDER SITE PLAN
C11.4
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
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C12.0
FFE = DETERMINED BY OTHERS DRIVEWAY
MIN SLOPE = 2%
MAX SLOPE = 6%
REAR YARD
MAX SLOPE = 5%
SIDE YARD SWALE
START ELEV = 0.3' MIN. BELOW BUILDING PAD
TYP SLOPE = 0.5%
M
A
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3
:
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MAX
3
:
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BUILDING PAD
TYPICAL LOT CROSS SECTION
NOT TO SCALE
5'-0"
Transition Transition
5'-0"
Flow Line
2'
-
0
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2'-0"Flow Line
2'
-
0
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ROLL FACE CURB TRANSITION TO 30" VERTICAL CURB AND GUTTER
6"
3'-0"
Standard
Curb
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NCDOT STD. DETAIL 840.03
FRAME, GRATE AND HOOD.
3'-0"
Standard
Transition
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58'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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C12.1
STOP
7'-0"
3'-0"
2'-6"
2'-6"
ROAD SIGN DETAILS
NOT TO SCALE
POST- GALVANIZED
U CHANNEL WEIGHT =
2 LBS/FOOT
R1-1
NOT TO SCALE
ADA PARKING STRIPING DETAIL
5'-0"
4" WIDE WHITE
PAINT STRIPING
(TYP.)
4" WIDE WHITE
PAINT STRIPING
(TYP.)
5'-0"
5'
-
0
"
THIS SIDE TOWARD DRIVE AISLE
BLUE PAINT
BACKGROUND
(TYP.)
NOTE:
1.TO BE PAINTED PER AHJ REQUIREMENTS.
12" DIAMETER OF
CLASS A3 CONCRETE
TYPICAL SIDEWALK CROSS SECTION
NOT TO SCALE
PAVEMENT SECTION NOTES:
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE
PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PREPARING, GRADING, SHAPING,
AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE PERFORMED
IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (2018). PLACEMENT AND COMPACTION OF THE BITUMINOUS
CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE
WITH PROJECT PLANS AND SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE
CONSTRUCTED PAVEMENT.
2.CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO
STABILIZE THE SITE DURGIN CONSTRUCTION AT NO ADDITIONAL COST. CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR
INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE
INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE,
INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT
PAVEMENT LIFTS AT NO ADDITIONAL COST.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL
PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR
DAMAGE.
CLASS A3 CONCRETE 4.0"
NOTES:
1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SIDEWALK DEPTH SHALL BE 4" EXCEPT AT DRIVEWAYS WHERE THE DEPTH SHALL
BE 6"
3.SANITARY SEWER CLEANOUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE
LOCATED OUTSIDE SIDEWALK.
4.MINIMUM SIDEWALK WIDTH TO BE 5' MINIMUM IF PLACED AT BACK OF CURB.
5.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAINED WITHIN A
DRIVEWAY APRON) SHALL BE CLASS "A" - 3,000 PSI.
6.MINIMUM REPLACEMENT FOR REPAIRS IS A 5'x5' PANEL.
7.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS.
8.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12".
9.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1.
10.MINIMUM GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST ONE DIRECTION.
MAXIMUM CROSS SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 5%.
SIDEWALK RAMPS AND DEPRESSED CURB NOTES:
1.ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED
OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES,
TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR
ALTERED FOR ANY REASON AFTER SEPTEMBER 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY
HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND
GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR
POINTS OF PEDESTRIAN FLOW.
2.ADA ACCESSIBLE ROUTE SHALL HAVE A 5.0% MAXIMUM
LONGITUDINAL SLOPE AND A 2.0% MAXIMUM CROSS SLOPE
(EXCLUDING RAMPS). THE SLOPE OF RAMPS SHALL NOT EXCEED
12:1.
3.THE WIDTH OF THE RAMPS SHALL BE GREATER THAN OR EQUAL
TO 4'.
4.ALL CURB CUTS AT SIDEWALKS SHALL HAVE DETECTABLE
WARNING SURFACE.
5.CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH,
NON-SKID TYPE FINISH SHALL BE USED.
6.1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
CONCRETE RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
ANCHOR WITH 5/8" REBAR
EMBEDDED 24" IN GROUND
(2 PER WHEEL STOP)
6'-0" LENGTH5"
7-1/2"
PRECAST WHEEL STOP DETAIL
NOT TO SCALE
NOTE: FINISH GRADES SHALL NOT EXCEED
2.08% IN ANY DIRECTION WITHIN HANDICAP
DESIGNATED PARKING SPACES AND
LOADING AREAS.
ACCESSIBLE PARKING DETAIL
NOT TO SCALE
MARK ACCESSIBLE PARKING
AND ACCESS AISLE SPACES
IN ACCORDANCE WITH ICC
A117.1 CHAPTER 5
SECTIONS 502.3 AND 502.4.4.
FLUSH EDGE OF
PAVEMENT
DETECTABLE WARNING
SURFACE
PRECAST WHEEL
STOP (TYP.)
ADA PARKING
STRIPING
ACCESSIBLE PARKING SIGN
(VAN ACCESSIBLE)
8'9'
Typical Reinforced Wall Section
(Designed By Others)
Reinforced Soil
Retained Soil
Foundation Soil
De
s
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H
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h
t
Keystone Cap Unit
Keystone Standard
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Finished Grade
Unreinforced Concrete
or Crushed Stone
Leveling Pad
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
8" Min. Low Permeable Soil
1" - 1 1/4"
8"
Note:
When site conditions require, wrap drainage
tile in 3/4" aggregate and filter fabric with
drainage composite or aggregate back drain
system, as directed by geotechnical engineer.
Grid Depth
CONCRETE POST FOOTING36
"
NON-WIND LOADED FENCE
(WALL DESIGNER TO DETERMINE WHETHER
FENCE INSTALLATION IS REQUIRED OR NOT)
NOTE: THIS REINFORCED
WALL DETAIL IS FOR
REFERENCE ONLY.
CONTRACTOR SHALL
PROVIDE RETAINING WALL
DESIGN, PERMITTING AND
RAILING ASSESSMENT
AND DESIGN BY A
LICENSED PE AS PART OF
THE BUILDING PERMIT
PROCESS.
NOTE: PLAN APPROVAL DOES NOT INCLUDE APPROVAL OF THE RETAINING
WALL DESIGN. CONTACT THE DEPARTMENT OF BUILDING INSPECTIONS FOR
APPROVAL REQUIREMENTS OF THE RETAINING WALL. BUILDING
INSPECTIONS WILL DETERMINE THE RETAINING WALL DESIGN APPROVAL.
SITE CONTRACTOR TO
INSTALL 6 INCH DEEP MIN.
GRASS DRAINAGE SWALE
TO INTERCEPT AND DIVERT
SURFACE WATER
SITE CONTRACTOR TO PLACE
8 INCH MIN. LOW PERMEABLE
SOIL IMMEDIATELY AFTER
WALL CONSTRUCTION
EROSION CONTROL
MATTING TO BE
DETERMINED AND
INSTALLED BY SITE
CONTRACTOR
DRAINAGE SWALE DETAIL
N.T.S.
RETAINING WALL NOTES:
1.DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NORTH CAROLINA LICENSED ENGINEER, SHALL BE
SUBMITTED BY THE CONTRACTOR TO THE LOCAL PLAN REVIEW AUTHORITY PRIOR TO CONSTRUCTION. A NORTH
CAROLINA LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED LETTER
TO THE LOCAL INSPECTION AUTHORITY THAT THE RETAINING WALLS WERE CONSTRUCTED IN ACCORDANCE WITH
THE APPROVED ENGINEERED DRAWINGS, IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH CAROLINA
BUILDING CODE.
2.RETAINING WALLS GREATER THAN 4' (RESIDENTIAL) OR 5' (COMMERCIAL) IN HEIGHT REQUIRE A PERMIT FROM
CODE ENFORCEMENT PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD FOR THE RETAINING WALL(S) MUST
CERTIFY THAT THE WALL(S) IS(ARE) CONSTRUCTED TO SPECIFICATIONS PRIOR TO ISSUANCE OF C.O.
3.RETAINING WALLS INVOLVING A CULVERT OR LOCATED WITHIN THE INFLUENCE OF A ROAD MUST BE REVIEWED
AND APPROVED BY NEW HANOVER COUNTY AND NCDOT. CULVERTS MUST HAVE HEADWALLS OR BE COLLARED.
4.CONSTRUCTION OF WALL CANNOT BEGIN UNTIL ALL NECESSARY PERMITS ARE ACQUIRED. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION. CONTRACTOR SHALL
COORDINATE WITH TIMMONS GROUP TO ENSURE ALL APPLICABLE PERMITS HAVE BEEN RECEIVED.
5.NEW HANOVER COUNTY AND NCDOT HAVE NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS
ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM.
6.ALL STRUCTURAL ELEMENTS ASSOCIATED WITH THE CONSTRUCTION OF THE PROPOSED RETAINING WALLS, SUCH
AS FOOTINGS OR GEO-GRID REINFORCEMENT, SHALL NOT EXTEND INTO THE PUBLIC RIGHT-OF-WAY OR ANY
PUBLIC UTILITY EASEMENT.
7.RETAINING WALLS NEXT TO PERMANENT BMPS SHALL BE DESIGNED TO ACCOMMODATE POTENTIAL SATURATION
FOR EXTENDED PERIODS OF TIME.
8.WALLS OUTSIDE OF RIGHT OF WAY WILL NOT BE MAINTAINED BY THE NEW HANOVER COUNTY OR NCDOT.
9'
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J. WALL
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C12.4
JOB NO.
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J. WALL
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C12.5
NOTES:
1.AN AS-BUILT PLAN AND PROFILE SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH
DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR. THIS SHALL
INCLUDE ACCURATE HORIZONTAL AND VERTICAL DIMENSIONS AND SHALL MEET OR EXCEED
NCDOT VERTICAL REQUIREMENTS FROM HDD PIFE TO EDGE OF PAVEMENT.
2.ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER CFPUA AND NCDOT STANDARDS
AFTER INSTALLATION, AND PRIOR TO CONNECTION TO THE OPEN CUT WATER/SEWER
LINE. A FINAL TEST WILL BE A PART OF THE TOTAL MAIN LINE SYSTEM TEST.
3.LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF
HDD PIPE JOINTS, LOCATION OF DRILL MACHINE, AUGER ENTRANCE LOCATION AND TIE-IN
POINTS ARE TO BE APPROVED BY CFPUA & NCDOT PRIOR TO ANY START OF WORK. CONTRACTOR TO
COORDINATE WITH CFPUA & NCDOT PERSONAL PRIOR TO BEGINNING WORK.
4.ON CONVENTIONAL HIGHWAYS, AS A MINIMUM, THE HDD PIPE SHALL EXTEND TO THE
SHOULDER BREAK OR 10 FEET BEYOND THE EDGE OF PAVEMENT ON FILL SLOPES,
WHICHEVER IS GREATER; 3 FEET BEYOND THE DITCH LINE IN CUTS; AND ON CURBED
SECTIONS TO THE BACK OF THE SIDEWALK AREA. ON FREEWAYS, EXPRESSWAYS, AND
OTHER CONTROLLED ACCESS HIGHWAYS, THE HDD PIPE WILL BE REQUIRED TO EXTEND TO
THE ACCESS CONTROL LINES, TO THE OUTSIDE OF FRONTAGE ROADS, OR A SUFFICIENT
DISTANCE TO ALLOW FOR FUTURE HIGHWAY IMPROVEMENTS.
5.THE BORE DEVELOPED FOR THE DIRECTIONALLY DRILLED PIPE SHALL BE KEPT AT A
MINIMUM DIAMETER FOR THE PIPE INSTALLATION. THE AUGER HEAD SIZE SHALL BE
APPROVED BY NCDOT PRIOR TO THE START OF WORK.
6..THE CONTRACTOR SHALL ALLOW SUFFICIENT LENGTHS OF PIPE TO EXTEND PAST THE
TERMINATION POINT TO ALLOW FOR CONTRACTION. PULLED HDD PIPE SHALL BE ALLOWED TO RELAX
A MINIMUM OF (48) HOURS OR THE AMOUNT OF TIME RECOMMENDED BY THE MANUFACTURER PRIOR
TO INITIAL PRESSURE TEST AND MAKING CONNECTIONS.
7.MINIMUM OF (3) RESTRAINED JOINTS ARE REQUIRED UPSTREAM AND DOWNSTREAM OF
HDPE/FUSIBLE PVC MJ ADAPTER ON EACH END OF THE HORIZONTAL DIRECTIONALLY
DRILLED PIPE UNLESS OTHERWISE APPROVED BY CFPUA AND NCDOT.
HDPE/MJ TRANSITION ASSEMBLY
N.T.S.
DIRECTIONAL DRILL
N.T.S.
OPEN CUT PIPE TO DIPS HDPE
TRANSITION ASSEMBLY
N.T.S.
10' MIN.10' MIN.
(HDPE (DIPS) DR9; SEE SIZING CHART)
CFPUA AND NCDOT
CFPUA AND NCDOT
DIP
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JOB NO.
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331
J. WALL
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PR
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C12.6
JOB NO.
SHEET NO.
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C12.7
EXISTING GROUND
6" MIN
MIN. 12"
6"
PIPE DIA.
VARIES
PIPE WIDTH +24"
TRENCH BOTTOM
PIPE+
COMPACTED
BACKFILL TO 98%
STD. PROCTOR IF
UNDER PAVEMENT
INITIAL BACKFILL
MATERIAL
CLASS I, II, OR III.
SEE SPECS
SLOPE WALLS TO
ANGLE OF
REPOSE OF SOIL
BEDDING CLASS I, II, OR III MATERIAL FOR
MIN. 4" FOR 24" PIPES AND
MIN. 6" FOR >30" PIPES.
SEE SPECIFICATIONS
COMPACTED
BACKFILL PER
SPECS AND
GEOTECH REPORT
GENERAL NOTES:
1.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
2.THE BEDDING SHALL PROVIDE A FIRM FOUNDATION
OF UNIFORM DENSITY ALONG THE ENTIRE LENGTH
OF PIPE. RECESSES SHALL BE MADE TO
ACCOMMODATE BELLS AND JOINTS.
3.WHERE UNSTABLE SOILS ARE ENCOUNTERED AS
DETERMINED BY GEOTECHNICAL ENGINEER, A
MINIMUM 4- INCH THICK BEDDING OF STONE SHALL
BE PLACED.
4.THE STONE SHALL BE UNIFORMLY GRADED FROM
3/4 INCH TO NO. 4 IN ACCORDANCE WITH ASTM
C-33. CARE SHALL BE TAKEN TO PREVENT
UNDERCUTTING IN SUITABLE SOIL.
5.AREAS UNDERCUT SHALL BE FILLED WITH
SUITABLE SOIL AND COMPACTED TO 95% OF
MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT AS DETERMINED BY ASTM D-1557
STANDARD TEST METHOD.
6.THIS DETAIL IS REPRESENTATIVE, AND PIPE
TRENCH DESIGN IS SUBJECT TO SPECIFIC SOIL
CATEGORY (I, II, III), AND INSTALLATION TYPE (1, 2,
3, 4), AS DIRECTED BY THE ENGINEER AND SITE
CONDITIONS.
JOB NO.
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C12.8
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J. WALL
331
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C12.11
1.STARTING WORK AND STREET CLOSURES: TRAFFIC
CONTROL FOR THIS CONTRACT MUST COMPLY WITH THE
LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES, AS WELL AS THE FOLLOWING SECTION
OF THESE SPECIAL PROVISIONS
2.THE CONTRACTOR MUST NOTIFY THE NCDOT BEFORE ANY
ROAD OR LANE CLOSURE. THE CONTRACTOR SHALL CALL
THE DISTRICT ENGINEER AT (910) 251-2655 WHEN CLOSING A
ROAD OR LANE TO ENSURE EMERGENCY SERVICES ARE
INFORMED
3.TRAFFIC CONTROL PLAN: TRAFFIC CONTROL WILL BE
CARRIED OUT BY THE CONTRACTOR IN ACCORDANCE WITH
THE TRAFFIC CONTROL SPECIAL PROVISIONS. THESE
PROVISIONS MAY REFER TO THE PLAN SHEET FOR MAJOR
WORK ITEMS. THE CONTRACTOR MUST BE THOROUGHLY
FAMILIAR WITH THE CURRENT EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES, THE NCDOT
SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS, THE
NCDOT ROADWAY STANDARD DRAWINGS, AND THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
4.THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL
AS DESCRIBED HEREIN UNLESS AN ALTERNATE TRAFFIC
CONTROL PLAN IS SUBMITTED TO AND APPROVED BY
NCDOT. NCDOT MAY DIRECT THE CONTRACTOR TO MODIFY
TRAFFIC CONTROL IF, IN NCDOT’S OPINION, TRAFFIC IS NOT
MOVING SAFELY OR EFFICIENTLY.
5.CONSTRUCTION OR MAINTENANCE WORK THAT INVOLVES
CLOSING A LANE OF TRAFFIC WILL NOT BE PERMITTED
DURING PEAK FLOW HOURS.
6.THE CONTRACTOR SHALL PROVIDE, INSTALL, OPERATE,
RELOCATE, MAINTAIN, AND REMOVE ALL TEMPORARY
TRAFFIC CONTROL DEVICES REQUIRED FOR TRAFFIC
MANAGEMENT. THE CONTRACTOR MUST INFORM NCDOT
ABOUT ANY CONFLICTING PERMANENT SIGNS. ONLY NCDOT
PERSONNEL ARE AUTHORIZED TO INSTALL, REMOVE, OR
RELOCATE PERMANENT SIGNS WITHIN THE RIGHT-OF-WAY.
ALL CONSTRUCTION SIGNS AND BARRICADES MUST REMAIN
IN PLACE UNTIL THE APPROPRIATE PERMANENT SIGNS AND
PAVEMENT MARKINGS ARE INSTALLED
TRAFFIC CONTROL PLAN
1.ANY WORK REQUIRING PERSONNEL OR EQUIPMENT WITHIN
5' OF THE TRAVEL LANE ON AN UNDIVIDED ROADWAY, OR
10' OF THE TRAVEL LANE, ON A DIVIDED ROADWAY SHALL
REQUIRE A LANE CLOSURE PER THE LATEST EDITION OF
THE MUTCD AND THE NCDOT STANDARD SPECIFICATIONS.
THE MORE STRINGENT STANDARDS SHALL APPLY.
2.NO LANE CLOSURES WILL BE PERMITTED ON WEEKENDS.
3.NO LANE CLOSURES WILL BE PERMITTED ON STATE
HOLIDAYS AND DURING LOCAL EVENTS
SPECIAL PROVISIONS
1.ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET 2-FT DEEP.
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS
ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
3.
SIZEMUTCD STD.SIGN
AND SPECIFICATIONS.
TRAFFIC CONTROL NOTES
R1-1 30"x30"STOP
ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY 4.
NCDOT INSPECTOR PRIOR TO SIGN INSTALLATION.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY NCDOT.5.
D3-1 36"x12"STREET NAME
JOB NO.
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C12.12
JOB NO.
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C12.13
JOB NO.
SHEET NO.
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C12.14
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DIVISION 2 EARTWORK - SECTION 235 EMBANKMENTS
253-3 CONSTRUCTION METHODS
(A)PREPARATION FOR EMBANKMENT
1.BENCH EXISTING SLOPES STEEPER THAN 4:1 MEASURED AT RIGHT ANGLES TO THE
ROADWAY.
2.PROVIDE RISES OF AT LEAST 12 INCHES AND NO MORE THAN 60 INCHES AS
EMBANKMENT IS BROUGHT UP IN LAYERS.
3.PROVIDE SUFFICIENT WIDTH FOR THE OPERATION OF PLACING AND COMPACTION
EQUIPMENT.
4.BEGIN BENCH CUT AT THE INTERSECTION OF THE ORIGINAL GROUND AND THE
VERTICAL SIDE OF THE PREVIOUS CUT.
5.CONSTRUCT BENCHES GREATER THAN 60 INCHES IN HEIGHT ONLY WHEN SHOWN IN
THE PLANS.
(B) EMBANKMENT FORMATION
1.UNIFORMLY SPREAD MATERIAL IN SUCCESSIVE, APPROXIMATELY HORIZONTAL
LAYERS OF NOT MORE THAN 10 INCHES DEPTH, LOOSE MEASUREMENT, FOR THE
FULL WIDTH OF THE CROSS SECTION.
2.COMPACT EACH LAYER IN ACCORDANCE WITH SUBARTICLE 235-3(C) OF THE 2024
NCDOT STANDARD SPECIFICATIONS.
(C) EMBANKMENT COMPACTION
1.COMPACT EACH LAYER FOR ITS FULL WIDTH TO A DENSITY EQUAL TO AT LEAST 95%
OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE
AASHTO T 99 AS MODIFIED BY THE DEPARTMENT. COPIES OF THESE MODIFIED
PROCEDURES FOUND IN THE CONVENTIONAL DENSITY OPERATOR’S MANUAL ARE
AVAILABLE ON THE DEPARTMENT’S WEBSITE.
2.UNIFORMLY BOND ALL LAYERS TO PRECEDING LAYERS.
3.COMPACT ALL SURFACES ON EMBANKMENT SLOPES, PRINCIPALLY CONSTRUCTED
OF SOIL, THAT ARE FLATTER THAN 1.5:1 USING TRACKED EQUIPMENT OR OTHER
APPROVED METHODS.
DIVISION 6 ASPHALT PAVEMENTS
SECTION 600 PRIME COAT
600-3 WEATHER LIMITATIONS
1.APPLY PRIME COAT ONLY WHEN THE SURFACE TO BE TREATED IS FREE OF
STANDING WATER, AT PROPER MOISTURE CONTENT AND THE ATMOSPHERIC
TEMPERATURE MEASURED AT THE LOCATION OF THE OPERATION AWAY FROM
ARTIFICIAL HEAT IS 40°F OR ABOVE FOR PLANT MIX AND 50°F OR ABOVE FOR
ASPHALT SURFACE TREATMENT.
2.DO NOT APPLY PRIME COAT ON A FROZEN SURFACE OR WHEN THE WEATHER IS
FOGGY OR RAINY.
SECTION 605 ASPHALT TACK COAT
605-3 WEATHER LIMITATIONS
1.APPLY TACK COAT ONLY WHEN THE SURFACE TO BE TREATED IS DRY AND WHEN
THE ATMOSPHERIC TEMPERATURE MEASURED AT THE LOCATION OF THE PAVING
OPERATION AWAY FROM ARTIFICIAL HEAT IS 35°F OR ABOVE.
2.DO NOT APPLY TACK COAT WHEN THE WEATHER IS FOGGY OR RAINY.
SECTION 610 ASPHALT CONCRETE PLANT MIX PAVEMENTS
610-4 WEATHER, TEMPERATURE AND SEASONAL LIMITATIONS FOR
PRODUCING AND PLACING ASPHALT MIXTURES
1.DO NOT PRODUCE OR PLACE ASPHALT MIXTURES DURING RAINY WEATHER, WHEN
THE SUBGRADE OR BASE COURSE IS FROZEN OR WHEN THE MOISTURE ON THE
SURFACE TO BE PAVED WOULD PREVENT PROPER BOND.
2.DO NOT PLACE ASPHALT MATERIAL WHEN THE AIR OR SURFACE TEMPERATURES,
MEASURED AT THE LOCATION OF THE PAVING OPERATION AWAY FROM ARTIFICIAL
HEAT, DO NOT MEET TABLE 610-6.
3.DO NOT PLACE SURFACE COURSE MATERIAL THAT IS TO BE THE FINAL LAYER OF
PAVEMENT BETWEEN DECEMBER 15 AND MARCH 16 OF THE NEXT YEAR IF IT IS 1
INCH OR GREATER IN THICKNESS, OR BETWEEN NOVEMBER 15 AND APRIL 1 OF THE
NEXT YEAR IF IT IS LESS THAN 1 INCH IN THICKNESS, UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
4.AS AN EXCEPTION TO THE ABOVE, WHEN IN ANY DAY'S OPERATIONS THE
PLACEMENT OF A LAYER OF ASPHALT BASE COURSE MATERIAL OR INTERMEDIATE
MATERIAL 2 INCHES OR GREATER IN THICKNESS HAS STARTED, IT MAY CONTINUE
UNTIL THE TEMPERATURE DROPS TO 32°F.
5.DO NOT PLACE PLANT MIX BASE COURSE THAT WILL NOT BE COVERED WITH
SURFACE OR INTERMEDIATE COURSE DURING THE SAME CALENDAR YEAR OR
WITHIN 15 DAYS OF PLACEMENT IF THE PLANT MIX IS PLACED IN JANUARY OR
FEBRUARY. FAILURE BY THE CONTRACTOR TO COVER THE PLANT MIX AS REQUIRED
ABOVE WILL RESULT IN THE ENGINEER NOTIFYING THE CONTRACTOR IN WRITING
TO COVER THE PLANT MIX WITH A SAND SEAL. APPLY THE SAND SEAL IN
ACCORDANCE WITH SECTION 660, EXCEPT THAT ARTICLES 660-3 AND 660-12 WILL
NOT APPLY. IN THE EVENT THE CONTRACTOR FAILS TO APPLY THE SAND SEAL
WITHIN 72 HOURS OF RECEIPT OF SUCH NOTICE, THE ENGINEER MAY PROCEED TO
HAVE SUCH WORK PERFORMED WITH DEPARTMENT FORCES AND EQUIPMENT.
TABLE 610-6 - PLACEMENT TEMPERATURES FOR ASPHALT
1.FOR THE FINAL LAYER OF SURFACE MIXES CONTAINING RECYCLED ASPHALT
SHINGLES (RAS), THE MINIMUM SURFACE AND AIR TEMPERATURE SHALL BE 50°F.
*SPECIFICATIONS FOR REFERENCE ONLY. PLEASE REFER TO "2024 NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES" FOR FULL SPECIFICATIONS TO BE
FOLLOWED.
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OF PAVEMENT. REPLACE AND INSTALL PROPOSED
ASPHALT PER DETAIL THIS SHEET PER HATCHED
LIMITS. PROVIDE A MINIMUM 18" LAP JOINT AT TIE-IN.
MILL MINIMUM OF 1' PAST EXISTING STRIPING WHICH IS
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1.5" - S9.5B SURFACE COURSE
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MILL MINIMUM OF 1' PAST EXISTING STRIPING WHICH IS
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