HomeMy WebLinkAbout2025-10-01 - Pandion Drive CDsFE
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72429
331
J. WALL
331
10/1/2025
PR
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G
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E
S
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A
W
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S
-
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C0.0
CO
V
E
R
S
H
E
E
T
VICINITY MAP
1"=500'
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER:
RESIDENTIAL
PANDION DRIVE
JOHN WALL, PE
PHONE: 910-746-1174
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
PULTE GROUP
1150 62ND AVENUE NORTH
PANDION DRIVE
MYRTLE BEACH, SC 29572
LONNIE ELLISOR
TECHNICAL REVIEW COMMITTEE SUBMITTAL
NEW HANOVER COUNTY, NORTH CAROLINA
20.93 AC.
ZONING:R-15 (PERFORMANCE RESIDENTIAL)
EXISTING USE:VACANT
PANDION DRIVE
LONNIE.ELLISOR@PULTEGROUP.COM
PHONE: 916-549-6397
OWNER:SENCA PROPERTIES LLC
PO BOX 56
HAMPSTEAD, NC 28443
PID: R02900-002-008-005
CLASS IV SOILS:0 AC.
DEVELOPMENT AREA:12.57± AC.
SENCA PROPERTIES LLC
PO BOX 56
HAMPSTEAD, NC 28443
PID: R02900-002-008-005
D.B.4505, PG 0484
ZONING: R-15
AREA: 20.93 AC
1"=500'
PIN:N/A
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C1.1 EXISTING TREES
C2.0 OVERALL SITE PLAN
C2.1 DETAILED SITE PLAN - SHEET 1 OF 2
C2.2 DETAILED SITE PLAN - SHEET 2 OF 2
C3.0 OVERALL UTILITY PLAN
C3.1 DETAILED UTILITY PLAN - SHEET 2 OF 2
C3.2 DETAILED UTILITY PLAN - SHEET 2 OF 2
C4.0 OVERALL GRADING AND DRAINAGE PLAN
C4.1 DETAILED GRADING AND DRAINAGE PLAN - SHEET 1 OF 2
C4.2 DETAILED GRADING AND DRAINAGE PLAN - SHEET 2 OF 2
C5.0 OVERALL TREE MITIGATION PLAN
C5.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 2
C5.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 2
C5.4 TREE REMOVAL TABLES
C6.0 SITE NOTES AND DETAILS - SHEET 1 OF 5
C6.1 UTILITY NOTES AND DETAILS - SHEET 2 OF 5
C6.2 UTILITY NOTES AND DETAILS - SHEET 3 OF 5
C6.3 STORM SEWER NOTES AND DETAILS - SHEET 4 OF 5
C6.4 STORM SEWER NOTES AND DETAILS - SHEET 5 OF 5
om
FOR
R
E
V
I
E
W
ONL
Y
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
BEARING
S53°22'49"W
S75°54'04"W
N87°06'57"W
N79°25'02"W
N79°31'13"W
N72°06'06"W
S89°17'41"W
S72°18'31"W
S75°00'13"W
S59°06'33"W
S51°05'33"W
S85°39'19"W
N71°26'43"W
S67°09'50"W
S89°08'29"W
N62°30'38"W
N74°39'57"W
S88°35'45"W
N85°47'15"W
N75°09'07"W
LENGTH
22.48'
49.96'
50.22'
50.29'
49.30'
43.31'
47.19'
51.12'
46.78'
48.19'
45.63'
53.41'
34.00'
65.66'
54.29'
39.39'
51.18'
38.06'
50.77'
22.21'
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FEMA100
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FEMA1
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A
1
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1
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1
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1
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FEMA10
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1
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1
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5
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5
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5
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5
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FE
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A
5
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FEMA500
FEMA500
FEMA5
0
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FE
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0
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FEMA500
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FEMA500
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FEMA500
FE
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FEMA500
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FEMA5
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FE
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FE
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5
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FEMA500
FE
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5
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FEMA500
F
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5
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5
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FEMA500
FEMA500
FEMA500
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1
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FEM
A
1
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FE
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1
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FEMA
1
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FEM
A
1
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FEM
A
1
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FEM
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1
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FEM
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1
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FE
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1
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FEMA1
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FE
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FE
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FE
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FEMA
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1
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1
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1
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FEMA100
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1
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FE
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1
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FEMA
1
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FEMA100
FE
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1
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FEMA100
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1
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1
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NORMAL HIGH WATER
LINE MARKED BYTIMMONS GROUPENVIRONMENTAL
AUGUST 20, 2025
RUN OF FUTCH'S CREEKFROM TIMMONS GROUP
REMOTE SENSINGORTHOPHOTO DATEDAUGUST 27, 2025.
PROPERTY LINE AS PER DEED
SENCA PROPERTIES LLCPID: R02900-002-008-005BK4505 PG484
AREA ABOVE HWL:910,574 SQFT / 20.90 AC
AREA BETWEEN HWL AND CENTEROF RUN OF FUTCH'S CREEK:
121,756 SQFT / 4.88 AC WARD FRANK J III STACY RPID: R02900-002-008-004
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WETLANDS MARKED BYTIMMONS GROUP
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AUGUST 20, 2025AREA: 1,285 SQFT / 0.03AC
TRAVERSE LINE OF EXISTING IRON PIPES
COASTAL WETLANDS MARKEDBY TIMMONS GROUPENVIRONMENTALAUGUST 20, 20251332 SQFT / 0.03 AC
SILT FENCE
SILT FENCE
4' CHAIN LINK FENCE1.25' NE OF LINE HERE
L19L18L17
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FLOOD HAZARD ZONESSHOWN ARE FROM FRIS
MAP NUMBER 3720327000L,PANEL 3270, UPDATEDJANUARY 17, 2025
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(TIE)
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(TIE)N41°25'00"E2.72'
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10/1/2025
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NOTES:
1.SITE BOUNDARY TAKEN FROM SURVEY BY TIMMONS
GROUP, DATED AUGUST 29, 2025.
2.SITE TOPOGRAPHIC INFORMATION TAKEN FROM NEW
HANOVER COUNTY GIS.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X,
AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP
NUMBER 3720327000L AND AN EFFECTIVE DATE OF
JANUARY 17, 2025.
4.WETLAND AND WATER DELINEATION BY TIMMONS
GROUP DATED SEPTEMBER 3, 2025.
1" = 100'
NA
D
8
3
0
SCALE 1"=100'
200'100'
PROPERTY LINE
LEGEND
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
CREEK CENTERLINE
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
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72429
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10/1/2025
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NOTES:
1.SITE BOUNDARY TAKEN FROM SURVEY BY TIMMONS
GROUP, DATED AUGUST 29, 2025.
2.SITE TOPOGRAPHIC INFORMATION TAKEN FROM NEW
HANOVER COUNTY GIS.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X,
AREAS DETERMINED TO BE OUTSIDE THE 0.2%
ANNUAL CHANCE FLOODPLAIN, WITH FIRM MAP
NUMBER 3720327000L AND AN EFFECTIVE DATE OF
JANUARY 17, 2025.
4.WETLAND AND WATER DELINEATION BY TIMMONS
GROUP DATED SEPTEMBER 3, 2025.
1" = 100'
NA
D
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3
0
SCALE 1"=100'
200'100'
PROPERTY LINE
LEGEND
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
CREEK CENTERLINE
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
TREE LEGEND
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WHITE OAK
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LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
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1
0
0FEM
A
5
0
0
FEMA
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
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5
0
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FEMA500
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M
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5
0
0
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M
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5
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M
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5
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5
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FEMA500
FEMA
5
0
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FEMA500
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5
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0
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5
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5
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5
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0
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5
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23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
49
50
51
52
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
PANDION D
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45'
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50'
11
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71'
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12
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50'
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12
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58'
86
'
54'
47'
120'
52
'
20'100'
50
'
50
'
120'
50
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9'
37
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120'
63
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120'76
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4
5
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7
6
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76
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12'37'
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12
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14'33'
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32'16'
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8'47'
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62'
51'
51'
11
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11
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13'38'
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81.25'
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(TIE)N41°25'00"E2.72'
20' ADJACENT
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72429
331
J. WALL
331
10/1/2025
PR
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DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1174
SITE DATA
TOTAL GROSS ACREAGE OF PARCEL = 20.93 ACRES
ZONING =
LAND USE = SINGLE-FAMILY RESIDENTIAL
EMAIL: JOHN.WALL@TIMMONS.COM
PULTE GROUP
4204 PASSERINE AVE, SUITE 210
WILMINGTON, NC 28403
LONNIE ELLISOR
LONNIE.ELLISOR@PULTE.COM
PHONE: 916-549-6397
TOTAL NET ACREAGE OF PARCEL = 20.93 ACRES
CLASS IV SOILS ACREAGE ON PARCEL = 0 ACRES
R-15 PERFORMANCE RESIDENTIAL (PD)
PROPOSED NUMBER OF LOTS = 52
PROVIDED OPEN SPACE AREA = 4.34 AC (51.37%)
PROPOSED DENSITY = 2.49 du/a
MAXIMUM ALLOWED DENSITY = 2.50 du/a
REQUIRED OPEN SPACE AREA = 4.18 AC (20.00%)
PROPOSED BUILT-UPON AREA = 4.82 AC (23.03%)
EXISTING BUILT-UPON AREA = 0 AC (0.00%)
NOTE: SITE
LIGHTING SHOWN IS
CONCEPTUAL
COORDINATE WITH
DUKE ENERGY FOR
EXACT LOCATIONS
AND DETAILS.
N
A
D
8
3
0
SCALE 1"=80'
160'80'
GENERAL SITE NOTES
1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
2.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
OPERATIONS.
3.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF ALL
VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS.
4.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.
5.ALL STREETS SHALL BE PRIVATE.
6.ALL UTILITIES SHALL BE UNDERGROUND.
7.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY WATER.
8.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY SEWER.
9.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL
REGULATIONS WILL BE COMPLIED WITH.
10.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION.
11.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION.
12.STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY PRIOR TO FINAL PLAT.
13.ALL PROPOSED BUILDINGS SHALL BE SPACED A MINIMUM OF 10' APART FROM EACH
OTHER.
14.EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING SPACES PER LOT OUTSIDE
OF THE R/W.
15.A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF THE LOTS AND
MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. THE
PROPERTY OWNERS' ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN
SECTION 6.3.4 OF THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
16.ALL ROADS WILL BE BUILT IN ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE COUNTY CODES.
17.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.
18.ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5 OF THE NEW HANOVER
COUNTY UDO.
19.COUNTY AND/OR STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY
CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED
BEFORE OBTAINING PERMITS.
20.PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTILITY
PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY
MANAGEMENT.
21.PER THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE, ALL BUILDINGS
ON THE PERIPHERY OF THE DEVELOPMENT SHALL HAVE A SETBACK OF 20' FROM THE
ADJOINING PROPERTY LINE.
1"=80'
TOTAL PROJECT AREA
EXISTING SITE IMPERVIOUS
IMPERVIOUS IN SINGLE FAMILY LOTS
IMPERVIOUS IN ROW
TOTAL IMPERVIOUS
PERCENT IMPERVIOUS
IMPERVIOUS AREA DATA
20.93 AC 911,711 SF
0.00 AC 0 SF
3.65 AC 158,976 SF
1.17 AC 51,121 SF
4.82 AC 209,959 SF
23.03%
MINIMUM LOT SIZE = 6,000 SF
AVERAGE LOT SIZE = 6,211 SF
SETBACKS
FRONT: 20'
REAR: 20'
SIDE: 5'
STREET SIDE: 12'TYPICAL SECTION FOR 50' ROW
NOT TO SCALE
SIDEWALK
SHOULDER
2' VALLEY CURB
SLOPE 3:1 MAXSLOPE 3:1 MAX
1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT.
0.5'5'6'2'22'
PAVEMENT
PRIVATE RIGHT OF WAY
50'
C/L
2'11.5'
SHOULDER
2' VALLEY CURB
TRAVEL LANETRAVEL LANE
11'11'
SURFACE 1-1/2"
HMA COURSESUB-GRADE 24"
FILL COMPACTED
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
20' PROPERTY BUFFER
OPEN SPACE
PROPOSED SUBDIVISION LINE
PERVIOUS
KAYAK LAUNCH
AREA
OPEN SPACE
OPEN SPACE
om
FOR
R
E
V
I
E
W
ONL
Y
23
6463 SF
0.148 AC
24
6020 SF
0.138 AC
25
6000 SF
0.138 AC
26
6000 SF
0.138 AC
27
6000 SF
0.138 AC
28
6000 SF
0.138 AC
29
6000 SF
0.138 AC
30
6000 SF
0.138 AC
31
6000 SF
0.138 AC
32
6000 SF
0.138 AC
33
6000 SF
0.138 AC
34
6000 SF
0.138 AC
35
8188 SF
0.188 AC
36
8180 SF
0.188 AC
37
6093 SF
0.140 AC
38
6095 SF
0.140 AC
39
6095 SF
0.140 AC
40
6096 SF
0.140 AC
41
6095 SF
0.140 AC
42
6095 SF
0.140 AC
43
6095 SF
0.140 AC
44
6095 SF
0.140 AC
45
6094 SF
0.140 AC
46
6094 SF
0.140 AC
47
6094 SF
0.140 AC
48
7058 SF
0.162 AC
1
6114 SF
0.140 AC
2
6000 SF
0.138 AC
3
7033 SF
0.161 AC
4
7251 SF
0.166 AC
5
7251 SF
0.166 AC
6
7251 SF
0.166 AC
7
7251 SF
0.166 AC
8
7251 SF
0.166 AC 9
6329 SF
0.145 AC
10
6000 SF
0.138 AC
11
6000 SF
0.138 AC
12
6000 SF
0.138 AC
13
6000 SF
0.138 AC
14
6000 SF
0.138 AC
15
6000 SF
0.138 AC
16
6000 SF
0.138 AC
17
6000 SF
0.138 AC
18
6000 SF
0.138 AC
19
6000 SF
0.138 AC
20
6000 SF
0.138 AC
21
6000 SF
0.138 AC
22
6237 SF
0.143 AC
ROAD A
50' R/W (PRIVATE)
R
O
A
D
B
5
0
'
R
/
W
(
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INFILTRATION
PANDION D
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45'
95
'
50'
11
9
'
71'
12
0
'
38'11'
50'50'
12
0
'
50'
50'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
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50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
58'
86
'
54'
47'
120'
52
'
20'100'
50
'
50
'
120'
50
'
9'
37
'
120'
63
'
9'
120'
76
'
4
5
'
120'
7
6
'
4
5
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120
'
76
'
45
'
12
0
'
76'
45'
12
0
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76'
12
0
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37'20'
12'37'
12
0
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50'
50'
12
0
'
50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
10
2
'
50'
14'33'
20
'
32'
16'
20
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RP18 SCOTTS HILL LLC
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RP18 SCOTTS HILL LLC
PID: R02900-002-301-000
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RP18 SCOTTS HILL LLC
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331
J. WALL
331
10/1/2025
PR
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SCALE 1"=40'
80'40'
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LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
20' PROPERTY BUFFER
OPEN SPACE
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FOR
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L1N48°04'41"W 1004.22'N48°39'01"W 128.11'
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23 24 25 26 27 28 29 30 31 32 33 34 35
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43
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1
2
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4
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PROPOSED
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72429
331
J. WALL
331
10/1/2025
PR
O
G
R
E
S
S
D
R
A
W
I
N
G
S
-
D
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A
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L
U
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I
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Y
P
L
A
N
N
A
D
8
3
0
SCALE 1"=80'
160'80'
1"=80'
8''W
UTILITY LEGEND
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED MANHOLE
FIRE HYDRANT
REDUCER
GATE VALVE
BLOWOFF ASSEMBLY
SAN
S
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
UTILITY NOTES
1.ALL WATER MAINS TO BE 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 5 FEET FROM LOT LINE, UNLESS
OTHERWISE NOTED.
4.ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY
DETAILS AND SPECIFICATIONS.
5.ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
6.ALL GATE VALVES ARE TO BE LOCATED WITHIN PAVEMENT OR UTILITY STRIP. GATE
VALVES ARE NOT TO BE LOCATED WITHIN THE GUTTER PAN, SIDEWALK, OR ADA
RAMPS.
7.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.
8.ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO
NEW HANOVER COUNTY SPECIFICATIONS.
9.ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED
IN ACCORDANCE WITH THE COUNTY SPECIFICATIONS.
10.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER
COUNTY AND THE N.C. DEPT. OF ENVIRONMENTAL HEALTH AND NATURAL
RESOURCES.
11.A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST
BE SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND
SEWER LINES.
12.MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED:
a.HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND
WATER PIPES.
b.MINIMUM CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY SEWER
PIPES.
c.MINIMUM CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER UTILITIES.
d.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
WATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTH
PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES
OF CROSSING.
e.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND
STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10 FEET ON BOTH SIDES OF CROSSING.
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 COUNTY SPECIFICATIONS FOR WATER AND SEWER. A
UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND
EMERGENCY MANAGEMENT.
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
EXISTING WETLANDS
om
FOR
R
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V
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W
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
8W
8W
8W 8W 8W 8W 8W 8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
2W
2W
2W
2W
2W
2W
2W
2W
2W
2W
8W
8W
8W
8W
SSSSSS
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SS
SS
SS
SSSSSS SS
SS
SS
SS
SS
SS
SS
SS
SS
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D
S
S
S
D
S
S
X X X X X X
X
X
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X
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X
X
X
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X
X
X
X
X
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X
X
X
X
X
X X X X X
X
X
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X
X
X
X
X
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X
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X
X
X
X
X X X N48°04'41"W 1004.22'N48°39'01"W 128.11'
N47°43'48"W
81.25'
N41°25'00"E446.86'
S49°14'55"E 207.30'
S60°30'55"E
2
1
2
.
7
8
'
S60°29'44"E
4
2
3
.
9
2
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S60°40'55"E
84.41'
S60°42'03"E
4
3
7
.
9
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ZONE
X
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X
89
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1
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10
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62
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62
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61
.
8
'
65
.
8
'
(TIE)S5°35'42"E
45.05'
(TIE)N41°25'00"E2.72'
FEM
A
5
0
0
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
1
2
3
4
5
6
7
8
9 10 11 12 13 14 15 16 17 18 19 20 21 22
ROAD A
50' R/W (PRIVATE)
R
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B
5
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R
/
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(
P
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PROPOSED
INFILTRATION
BASIN
22,146
0.51 AC
PANDION D
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11
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12
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50'
50'
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86
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54'
47'
120'
52
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20'100'
50
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9'
37
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63
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120'
76
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7
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12
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12'37'
12
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14'33'
20
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32'
16'
20
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11
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11
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51'
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51'
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38'
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8''W 8''W 8''W 8''W 8''W 8''W 8''W
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SANSANSANSANSANSANSAN
S
A
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SA
N
S
A
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SA
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SSWR MH
DEPTH 6.80
TOP 17.97
SSWR MH
DEPTH 7.75
TOP 18.21
SSWR MH
DEPTH 4.09
TOP 18.50
SSWR MH
DEPTH 5.11
TOP 17.94
SSWR MH
DEPTH 3.72
TOP 18.02
8" PVC8" PVC
8
"
P
V
C
8"
P
V
C
8"
P
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C
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MA
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WATER MAIN WITH 8"X8"
TAPPING SLEEVE AND 8" GV
22.5° BEND
22.5° BEND
8" x 8" TEE
(2) 8" GATE VALVE
11.25° BEND
22.5° BEND
APPROXIMATE LOCATION
OF EXISTING UTILITY LINES
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
WATER MAIN
8" C-900 DR-18
SANITARY SEWER LINE
8" C-900 DR-18
SANITARY SEWER LINE
TIE IN TO EXISTING 8"
WATER MAIN WITH 8"X8"
TAPPING SLEEVE AND 8" GV
TIE IN TO EXISTING
SANITARY SEWER MANHOLE
TIE IN TO EXISTING
SANITARY SEWER MANHOLE
8" x 6"
REDUCER
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DATE
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72429
331
J. WALL
331
10/1/2025
PR
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S
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SCALE 1"=40'
80'40'
1"=40'
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
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PID: R02900-002-008-004
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45
46
47
48
1
2
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6
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49
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51
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PROPOSED
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22,146 SF
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72429
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J. WALL
331
10/1/2025
PR
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160'80'
1"=80'
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED EASEMENT
PROPOSED ROAD CENTER
PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
100
PROPOSED CATCH BASIN
PROPOSED FLARED END SECTION
PROPOSED STORM DRAINAGE PIPE
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23 24 25 26 27 28 29 30 31 32 33 34 35
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41
42
43
44
45
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1
2
3
4
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ROAD A
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CB 1013
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CB 1007
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CB 1008
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DEPTH = 5.73
CB 1006
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DEPTH = 5.64
CB 1005
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CB 1004
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331
J. WALL
331
10/1/2025
PR
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PROPOSED LOT LINE
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EXISTING CONTOUR
PROPOSED CONTOUR
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331
J. WALL
331
10/1/2025
PR
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M
A
1
0
0
F
E
M
A
1
0
0
FEMA
1
0
0
F
E
M
A
1
0
0
FEMA100
FEM
A
1
0
0
FEMA100
F
E
M
A
1
0
0
FE
M
A
1
0
0
FEMA
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
FEM
A
1
0
0
F
E
M
A
1
0
0
FEM
A
1
0
0
FEMA100
FEMA1
0
0
FEMA100
FEMA100
FEMA100
FEMA100
FE
M
A
1
0
0
FE
M
A
1
0
0
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0
0
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E
M
A
1
0
0
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A
1
0
0
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FEMA100
FE
M
A
1
0
0
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M
A
1
0
0
FEM
A
1
0
0
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M
A
1
0
0
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A
1
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M
A
1
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1
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M
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1
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1
0
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1
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0
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M
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1
0
0
FEM
A
1
0
0
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FE
M
A
1
0
0
FE
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1
0
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0
0
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0
0
FEM
A
1
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1
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1
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M
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1
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M
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1
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1
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1
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1
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A
1
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FEMA
1
0
0
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0
0
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M
A
1
0
0
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A
1
0
0
FEM
A
1
0
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1
0
0
FE
M
A
1
0
0
FE
M
A
1
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0
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1
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1
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M
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1
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A
1
0
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A
1
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0
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M
A
1
0
0
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A
1
0
0
FE
M
A
1
0
0
FE
M
A
1
0
0
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M
A
1
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0
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M
A
1
0
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A
1
0
0
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M
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1
0
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A
1
0
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1
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FEM
A
1
0
0
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A
1
0
0
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1
0
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A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEM
A
5
0
0
FEMA500
FEM
A
5
0
0
FEMA500
FEMA500FEMA500FEMA500
FE
M
A
5
0
0
F
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M
A
5
0
0
FE
M
A
5
0
0
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M
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5
0
0
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M
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5
0
0
FE
M
A
5
0
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5
0
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5
0
0
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A
5
0
0
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FEMA500
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5
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5
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0
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5
0
0
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5
0
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A
5
0
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A
5
0
0
FEM
A
5
0
0
FE
M
A
5
0
0
FE
M
A
5
0
0
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
1
2
3
4
5
6
7
8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
49
50
51
52
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
PANDION D
R
I
V
E
SI
D
B
U
R
Y
P
A
R
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A
N
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P
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A
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45'
95
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50'
11
9
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71'
12
0
'
38'11'
50'50'
12
0
'
50'
50'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
58'
86
'
54'
47'
120'
52
'
20'100'
50
'
50
'
120'
50
'
9'
37
'
120'
63
'
9'
120'7
6
'
45
'
120'
7
6
'
4
5
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120
'
76'
45
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12
0
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76'
45'
12
0
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76'
12
0
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37'20'
12'37'
12
0
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50'
50'
12
0
'
50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
10
2
'
50'
14'33'
20
'
32'16'
20
'
11
1
'
50'
20'
12
0
'
8'47'
11
9
'
62'
51'
51'
11
9
'
51'
51'
11
9
'
51'
51'
12
0
'
51'
13'38'
12
0
'
51'
51'
12
0
'
51'
51'
12
0
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51'
51'
12
0
'
51'
51'
12
0
'
51'
51'
11
9
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51'
51'
11
9
'
51'
51'
11
9
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59'
28'31'
12
0
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248'
548'
90
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4'
438'
310'
190'
19
0
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22'
51'
38'
51'
0'
189'
481'90
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39'
54'
39'
138'420'
10
0
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27
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34'
53'
31
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401'
7
8
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4
0
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53
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14
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48
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47'
51'
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72429
331
J. WALL
331
10/1/2025
PR
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D
8
3
0
SCALE 1"=80'
160'80'
1"=80'
TREE LEGEND
LOBLOLLY PINE
SWAMP COTTONWOOD
BLACK CHERRY
WHITE OAK
SOUTHERN RED OAK
LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
SWEETGUM
TULIP-POPLAR
SOUTHERN MAGNOLIA
BLACK TUPELO
1.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT
FENCING HAS BEEN INSTALLED AND APPROVED.
2.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE PROJECT
BOUNDARY SHOWN ON THE PLANS UNLESS OTHERWISE NOTED.
3.PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS.
TREE REMOVAL NOTES
TREE TO BE REMOVEDX
TREE TO BE RETAINED
TREE LEGEND
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
om
FOR
R
E
V
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E
W
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22
24
19
19
18
1
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1
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22 23
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20
20
22
22
22
23
23
24 24 22
21
21
2
1
21
20
20
2
0
20
20
19
19
19
18
18
161817
18
18
18
18
17
16
16
23 24 25 26 27 28 29 30 31 32 33 34 35
36
37
38
39
40
41
42
43
44
45
46
47
48
1
2
3
4
5
6
7
8
9 10 11 12 13 14 15 16 17 18 19 20 21 22
ROAD A
50' R/W (PRIVATE)
RO
A
D
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50
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/
W
(
P
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)
PROPOSED
INFILTRATION
BASIN
22,146 SF
0.51 AC
45'
95
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50'
11
9
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71'
12
0
'
38'11'
50'50'
12
0
'
50'
50'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
12
0
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50'
50'
12
0
'
50'
58'
86
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54'
47'
120'
52
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20'100'
50
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50
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120'
50
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9'
37
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120'
63
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9'
120'
7
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45
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120
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7
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4
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120
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76
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76'
45'
12
0
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76'
12
0
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37'20'
12'37'
12
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50'
50'
12
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50'
50'
12
0
'
50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
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50'
50'
12
0
'
50'
50'
12
0
'
50'
50'
10
2
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50'
14'33'
20
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32'
16'
20
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11
1
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50'
20'
12
0
'
8'
47'
11
9
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62'
51'
51'
11
9
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51'
51'
11
9
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51'
51'
12
0
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51'
13'
38'
12
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51'
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51'
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72429
331
J. WALL
331
10/1/2025
PR
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SCALE 1"=40'
80'40'
1"=40'
TREE LEGEND
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SWAMP COTTONWOOD
BLACK CHERRY
WHITE OAK
SOUTHERN RED OAK
LAUREL OAK
WATER OAK
NORTHERN RED OAK
POST OAK
SOUTHERN LIVE OAK
RED MAPLE
PERSIAN SILK TREE
PIGNUT HICKORY
MOCKERNUT HICKORY
FLOWERING DOGWOOD
AMERICAN HOLLY
SWEETGUM
TULIP-POPLAR
SOUTHERN MAGNOLIA
BLACK TUPELO
TREE TO BE REMOVEDX
TREE TO BE RETAINED
TREE LEGEND
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
om
FOR
R
E
V
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W
ONL
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17
18
18
18
18
17
16
16
16
16
17
18
17
16
20
19
18
17
14
FEMA
1
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1
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1
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72429
331
J. WALL
331
10/1/2025
PR
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SOUTHERN RED OAK
LAUREL OAK
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POST OAK
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PERSIAN SILK TREE
PIGNUT HICKORY
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AMERICAN HOLLY
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FOR
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72429
331
J. WALL
331
10/1/2025
PR
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NONE
NOTE: ASTERISK (*) DENOTES A SIGNIFICANT
TREE TO BE REMOVED.
SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)
*****
*
*
**
*
***
*
*
*
****
*********
****
*
**
***
************
*
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FOR
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72429
331
J. WALL
331
10/1/2025
PR
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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 FFE = DETERMINED BY OTHERS DRIVEWAY
MIN SLOPE = 1%
MAX SLOPE = 6%
REAR YARD
MIN SLOPE = 0.5%
MAX SLOPE = 5%
SIDE YARD SWALE
START ELEV = 0.3' MIN. BELOW BUILDING PAD
MIN SLOPE = 0.3%
TYP SLOPE = 0.5%
M
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3
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3
:
1
BUILDING PAD
TYPICAL LOT CROSS SECTION
NOT TO SCALE
TYPICAL SIDEWALK CROSS SECTION
NOT TO SCALE
CLASS A3 CONCRETE 4.0"
NOTES:
1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SANITARY SEWER CLEANOUTS, WATER METERS, MANHOLES, AND
VALVE LIDS TO BE LOCATED OUTSIDE SIDEWALK.
3.MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK
OF CURB.
4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION
CONTAINED WITHIN A DRIVEWAY APRON) SHALL BE CLASS "A" -
3,000 PSI.
5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5'x5' PANEL.
6.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS.
7.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12".
8.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1.
9.MINIMUM GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST ONE
DIRECTION. MAXIMUM CROSS SLOPE IS 2%. MAX LONGITUDINAL
SLOPE IS 5%.
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.
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.
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J. WALL
331
10/1/2025
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10/1/2025
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10/1/2025
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331
J. WALL
331
10/1/2025
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