Blue Bay Townhomes - TRC Plan Set_v1OK 8
OK 15PN 26
OK 8
OK 12
MG 4
PN 24
PN 26MG 6
OK 13
MG 4 OK 12
OK 12OK 12
OK 12
OK 10OK 10OK 10 GM 15
GM 17
OK 12
OK 15MG 6OK 8OK 10
OK 12
OK 10
OK 8
OK 8
PN 24
OK 10
INV=25.78
INV=25.72
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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 TOWNHOMES
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
49.38 AC.
ZONING:RMF-L
EXISTING USE:VACANT
BLUE BAY TOWNHOMES
GAMORGAN@DRHORTON.COM
PHONE: 910-602-8215
1" = 1000'OWNER:BLUE TANK LLC
24 BACKFIN PT
WILMINGTON, NC 28411
PID: R01100-008-010-000
(CONDITIONALLY REZONED WITH CASE
NUMBER Z23-12 ON 8/7/2023)
CLASS IV SOILS:2.11 AC.
NET AREA:47.27± AC.
BLUE TANK LLC
24 BACKFIN PT
WILMINGTON, NC 28411
PID: R01100-008-010-000
D.B.6225, PG 1478
ZONING: I-1
AREA: 49.39 AC
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN - SHEET 1 OF 2
C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN - SHEET 2 OF 2
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 SITE UTILITY PLAN
C3.1 DETAILED SITE UTILITY PLAN - SHEET 1 OF 3
C3.2 DETAILED SITE UTILITY PLAN - SHEET 2 OF 3
C3.3 DETAILED SITE UTILITY PLAN - SHEET 3 OF 3
C3.4 DETAILED OFFSITE UTILITY PLAN - SHEET 1 OF 3
C3.5 DETAILED OFFSITE UTILITY PLAN - SHEET 2 OF 3
C3.6 DETAILED OFFSITE UTILITY PLAN - SHEET 3 OF 3
C4.0 OVERALL GRADING AND DRAINAGE PLAN
C4.1 DETAILED GRADING AND DRAINAGE PLAN - SHEET 1 OF 3
C4.2 DETAILED GRADING AND DRAINAGE PLAN - SHEET 2 OF 3
C4.3 DETAILED GRADING AND DRAINAGE PLAN - SHEET 3 OF 3
C5.0 OVERALL TREE MITIGATION PLAN
C5.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 7
C5.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 7
C5.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 7
C5.4 DETAILED TREE MITIGATION PLAN - SHEET 4 OF 7
C5.5 DETAILED TREE MITIGATION PLAN - SHEET 5 OF 7
C5.6 DETAILED TREE MITIGATION PLAN - SHEET 6 OF 7
C5.7 TREE REMOVAL AND MITIGATION TABLES
C6.0 SITE NOTES AND DETAILS
C6.1 UTILITY NOTES AND DETAILS
C6.2 UTILITY NOTES AND DETAILS
C6.3 UTILITY NOTES AND DETAILS
C6.4 UTILITY NOTES AND DETAILS
C6.5 STORM SEWER NOTES AND DETAILS
C6.6 STORM SEWER NOTES AND DETAILS
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)
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OK 12
OK 12
OK 12
PN 22
OK 8
PN 22
OK 15
PN 26
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
MG 4
PN 24
PN 26
MG 6
OK 13
MG 4
OK 12
OK 12
OK 12
OK 12
OK 12OK 12
GM 12
GM 10
GM 10GM 8PN 30
PN 36
OK 10
OK 10
OK 10 GM 15
GM 17
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 12
OK 15
MG 6
OK 8
OK 10
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
OK 12
OK 10GM 10
GM 10
OK 8
OK 8
GM 10
GM 10
GM 13GM 10
CE 10
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
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18" RCP
12"
R
C
P
18
"
R
C
P
15
"
R
C
P
INV=21.25
INV=20.99
18
"
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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
15
"
R
C
P
DIRIM=25.94
IN(N)=22.39IN(S)=22.04
OUT=21.99
DI
RIM=24.48IN(N)=22.73
IN(W)=22.58OUT=22.4812" RCP
6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DIRIM=21.00IN(W)=16.99
IN(S)=17.00IN(N)=17.55
OUT=16.25
18" RCPINV=16.78
15
"
R
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P
18
"
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DI
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OUT=21.68
DI
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OUT=22.75
YIRIM=20.39
IN(W)=15.19
OUT=15.15
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1584.35'
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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: 2342169.45ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA SHALL BE
REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C2.0 SERIES FOR EXISTING TREE LINE
THAT SHALL REMAIN AND SEE C5.0 SERIES FOR DOCUMENTED/
SIGNIFICANT TREES TO BE RETAINED.
ALL EXISTING VEGETATION WITHIN DEVELOPMENT AREA SHALL BE
REMOVED OTHER THAN DOCUMENTED/SIGNIFICANT/SPECIMEN
TREES TO BE RETAINED. SEE C2.0 SERIES FOR EXISTING TREE LINE
THAT SHALL REMAIN AND SEE C5.0 SERIES FOR DOCUMENTED/
SIGNIFICANT TREES TO BE RETAINED.
X
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SEE C5.0 SERIES FOR TREE MITIGATION PLAN
EXISTING CULVERT SHALL BE REMOVED
AND REPLACED. SEE SHEET C4.1.
BERWICK DRIVE
KERRY DR
I
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JOB NO.
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63677
331
J. WALL
331
5/15/2024
PR
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C1.0
NA
D
8
3
0
SCALE 1"=100'
200'100'
PROPERTY LINE
OVERHEAD POWER
POWER POLES
LEGEND
OHP
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
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 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.THERE ARE NO SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR PROTECTED
RIPARIAN BUFFERS ON THE PROPERTY VIA SEGI.
1"=100'DEMOLITION LEGEND
X REPRESENTS EXISTING TREE
TO BE REMOVED
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
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
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-15
PENSCO 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
30
28
2
8
29
31323
0
28
2
8
282
8282
8
2
8
28
282
8
28
2
8
29
31
2
6
2
6
2
7
2
7
2
8
28
2
8
2828
2
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28
2
6
2
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28
27
28
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2
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28
28
29
28
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282
8
2
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28
27
28
26
262
6
27
2
7
27
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2
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27
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27
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272727
27
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2
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28 282
8
28
2
8
28 28
2
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28 28
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28
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28
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28
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2
8
2
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28
28
3030
30
30 3030
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0
3
0
3
0
303
0
28
282828
2
8
2
8
2
8
2828
2
9
2
9
29292
9
29
2
9
29
2
9
29
29292929
2
9
29
29
29 2
9
29
292929
29 2
9
292
9
2929
2
9
2
7
27
2
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28
28
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28
2
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2
6
2
6
2
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27
28
26262727
28
28
28 2727
28
28 262627272828 2626272728 2626272728
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26262727
28
28
28
2626272728
28
26262727
28
28
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26262727
28
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29 2627
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2
7
27
27
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2
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525191921212222232324
2
4
2626
26
26
26
26
27
27
27 27
27
27
27
28
28
2
020
25
191921212222232324 24
2626
26 2727
2727
272727
28
282828 2626
2727
28
28
252
5
25
25
25
25
2525
25
25
25
25
2525
2525 25
25
2525
25
25
30
30
3030
2424
2424 24242424
2626
2626
26
26
2626
2626
26
26
26
26
26
26
26
26
2626
2626
26 26
26
26
2626
26
26
27
27
27
27
2727
27
27
27
27
27
27
27272727
27
27
27
27
27
27
27
27
27
27
27
27
27
27 27
27
27 27
27
27
27
27
27
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28
28
2828
28
28
28
28
28
28
28
2
8
28
2
8
2
828
28
28
28
28
28
28
28
28
28
28
28
28
2828
28
28
28
28
28
28
28
28
28
29
29
2929
29
29
29
29
29
29
29
29
29
29
29
29
29
29
3131
2525
25
252424
242424
26
26
26
26
27
27
2728
28
25
25
2525
24242424
2424
26
26
26
2627
2728
28
26
26
27
28
29
30
3
0
3
0
3
0
3
0 30
2
8
28
28
2
8
2
8
28
28
2
9
2
9
29
2
9
OK 12
OK 12
OK 12
PN 22
PN 15
PN 13
GM 18
PN 20
PN 20
PN 13PN 12
PN 16PN 17PN 17
PN 12
CE 8
MA 8
CE 10
PN 12
PN 12
PN 14
PN 13PN 13OK 10PN 13
PN 14PN 12
PN 13
PN 18
PN 14
PN 20
PN 12PN 12
PN 14PN 14
OK 20
GM 18
PN 24
OK 10
CE 12
CE 8
CH 10
OK 16OK 11
INV=21.32
INV=18.77
INV=18.75
DI
RIM=25.25IN=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
DIRIM=27.72
IN=25.13OUT=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
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18" CPP
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60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343
60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343
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SCALE 1"=100'
200'100'
1"=100'
PROPERTY LINE
OVERHEAD POWER
POWER POLES
LEGEND
OHP
WETLANDS
EXISTING EASEMENT
100 YEAR FLOODPLAINFEMA100
500 YEAR FLOODPLAINFEMA500
ROAD CENTERLINE
RIGHT OF WAY
MAJOR CONTOUR
MINOR CONTOUR
X
X
X
163
147
119
103
87
162
146
118
102
86
178
161
145
117
101
73
177
160
144
116
100
72
176
159
143
115
99
71
175
158
142
114
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174
157
141
113
97
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156
140
112
96
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155
139
111
95
67
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110
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153
137
109
93
169
152
136
108
92
168
151
123
107
91
167
150
122
106
90
165
149
121
105
89
164
148
120
104
88
1
17
52
82
251
234
2
18
53
83
250
233
3
19
54
84
249
4
20
55
85
248
231
5
21
56
247
6
22
57
263
246
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58
261
245
8
16
24
51
59
81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
50
80
253
236
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
45
46474849
232
230
228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
OK 12
OK 12
OK 12
PN 22
PN 22
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 12
OK 12
OK 10
OK 12
OK 10
OK 12OK 12
GM 12
GM 10
GM 10GM 8PN 30
PN 36
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
GM 10
GM 10
GM 10
GM 10
GM 13GM 10
CE 10
18" RCP
INV=23.73
INV=22.86
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
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R
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18
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R
C
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12"
R
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18
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R
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15
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R
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INV=20.99
18
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INV=22.74
INV=23.23
INV=23.39
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INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
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R
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INV=22.84
DI
RIM=25.94IN(N)=22.39IN(S)=22.04
OUT=21.99
DIRIM=24.48
IN(N)=22.73
IN(W)=22.58OUT=22.4812" RCP
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P
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END UKNOWN
END UKNOWN
DIRIM=21.00
IN(W)=16.99IN(S)=17.00IN(N)=17.55
OUT=16.25
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OUT=21.68
DIRIM=25.21IN(N)=22.86
OUT=22.75
YIRIM=20.39
IN(W)=15.19OUT=15.15
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63677
331
J. WALL
331
5/15/2024
PR
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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
PROPOSED NUMBER OF LOTS = 263
TOTAL GROSS ACREAGE OF PARCEL = 49.38 ACRES
ZONING =
LAND USE = MULTI-FAMILY RESIDENTIAL TOWNHOMES
PROVIDED OPEN SPACE AREA = 25.94 AC (52.53%)
PROPOSED DENSITY = 5.33 du/a
RMF-L
EMAIL: JOHN.WALL@TIMMONS.COM
USPS NOTE
CLUSTER MAILBOXES TO BE LOCATED ON ROAD A AND
ROAD E. 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 TABLE
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).
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.
TYPICAL LOT SIZE
INTERIOR LOTS: 20' x 90'
NOTE: THE SMALLEST LOT IN THE
SUBDIVISION IS 20' x 90' (1800 SF)
END LOTS: 34' x 90'
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 = 49.38 ACRES
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
13.5'
24" COMPACTED SUBGRADE TO 98% DRY DENSITY, AASHTO T-180
PAVEMENT SECTION NOTE: PROPOSED ASPHALT SECTION BASED ON
GEOTECHNICAL REPORT/RECOMMENDATIONS BY NV5 ENGINEERS AND
CONSULTANTS, INC. DATED 8/31/2023.
SURFACE: 1" TYPE S9.5B @ 110
LBS/SY/IN
BINDER: 2" TYPE S9.5C @ 112 LBS/SY/IN
BASE: 8" TYPE B25.0C ASPHALT CONCRETE BASE
COURSE @ 114 LBS/SY/IN
OPEN SPACE
CLASS IV SOILS AREA = 0.00 ACRES
MAXIMUM ALLOWED DENSITY = 10.0 du/a
REQUIRED OPEN SPACE AREA = 9.88 AC (20.00%)
BUILDING HEIGHT MAXIMUM = 3 STORIES MAXIMUM
BUILDING SEPARATION = 20' MINIMUM
BUILDING MATERIAL = TYPE V-A
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
6
7
6
11
9
5
16
7
5
8
SCM 1
SCM 2
SCM 5
MG 8
OK 8
OK 12
OK 12
OK 10
OK 12
OK 10
GM 12
GM 10
GM 10GM 8
PN 30
PN 36
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
GM 10
GM 10
GM 10
GM 10
GM 13GM 10
18" RCP
INV=23.73
INV=22.86
INV=17.54
72" CMP
INV=19.55
INV=20.21
1
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R
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INV=21.25
INV=20.99
18
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C
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INV=22.74
INV=23.23
INV=23.39
18
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INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
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R
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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
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R
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18
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R
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DI
RIM=24.63
IN(N)=21.88
OUT=21.68
DI
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IN(N)=22.86
OUT=22.75
YI
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IN(W)=15.19
OUT=15.15
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L
I
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R
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MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
4-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
120'
R30'
R30'
5' CONCRETE
SIDEWALK
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
S77°43'26"
W
68.60'R=200.00'
L=65.61'
S58°
5
5
'
3
5
"
W
100.0
0
'
R=200.00'
L=203.36'
N6
2
°
4
8
'
5
7
"
W
110
.
6
8
'
R=270.00'
L=126.40'
N89°38'18"W
111.14'
R=270.00'
L=431.32'
S1
°
1
0
'
0
0
"
E
14
9
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8
3
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R=2500.00'
L=487.58'
S1
6
°
5
9
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3
4
"
W
86
.
4
2
'
R=250.00'
L=237.79'
R=125.00'
L=205.55'
R=250.00'
L=268.42'
N1
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7
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2
7
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W
8
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0
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N1
6
°
5
9
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3
4
"
E
98
.
6
5
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R=55.00'
L=70.70'
S89°21'21"E
100.00'
R=55.00'
L=73.18'
S1
3
°
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7
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E
9
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4
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N1
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1
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0
0
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W
34
0
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6
2
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R=100.00'
L=25.54'
N15°48'04"W
21.26'
S88°50'00"W
210.40'
20' BUFFER
30' ADJACENT
RESIDENTIAL
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9' MIN. STREET
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27' MAX. STREET
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PROPOSED LARGE
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20' ADJACENT
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JOB NO.
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63677
331
J. WALL
331
5/15/2024
PR
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C2.1
1" = 50'
NA
D
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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
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
149
121
105
148
120
104
251
234
250
233
84
249
85
248
231
247
263
246
261
245
260
252
244
235
259
243
258
242
257
241
256
239
255
238
254
237
253
236
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
193
200201
202
198
197
196
195
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
232
230
228
240
6
6
6
7
6
5
10
10
11
6
SCM 3
SCM 3
SCM 4
OK 12
OK 12
OK 12
PN 22
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 12
OK 12
OK 10
OK 12
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C2.1
MATCHLINE C2.2
MATCHLINE C2.1
MATCHLINE C2.3
MA
T
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C
2
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2
MA
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2
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6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME 5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
6-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R=2500.00'
L=487.58'
S1
2
°
2
0
'
2
9
"
E
46
8
.
5
7
'
S77°39'31"
W
142.11'
R=140.00'
L=443.81'
N77°39'31"
E
142.11'
N77°39'31"
E
816.15'
R=100.00'
L=157.08'
S
1
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20' ADJACENT
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PROPOSED PUMP
STATION
PROPOSED LARGE
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PROPOSED SMALL
DOG PARK
PROPOSED
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30' ADJACENT
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BUFFER
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63677
331
J. WALL
331
5/15/2024
PR
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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
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
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6
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7
7
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SCM 1
SCM 3
SCM 5
PN 22
OK 12
OK 12
OK 10
OK 12
OK 10
OK 12
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
INV=17.54
72" CMP
18
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R
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INV=23.98
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18"
R
C
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18"
R
C
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INV=22.38
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18"
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IN(W)=22.58
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END UKNOWN
END UKNOWN
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IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18" RCP
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TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
4-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
5-UNIT
TOWNHOME
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
R30'
N77°39'31"
E
816.15'
R=100.00'
L=157.08'
N1
2
°
2
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2
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"
W
2
9
2
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6
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'
S77°39'31
"
W
677.18'
R=100.00'
L=157.08'
S
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30' ADJACENT
RESIDENTIAL
BUFFER
9' MIN. STREET
YARD BUFFER
27' MAX. STREET
YARD BUFFER
PROPOSED
MAIL KIOSK
30' ADJACENT
RESIDENTIAL
BUFFER
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D
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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
X
X
X
163
147
119
103
87
162
146
118
102
86
178
161
145
117
101
73
177
160
144
116
100
72
176
159
143
115
99
71
175
158
142
114
98
70
174
157
141
113
97
69
173
156
140
112
96
68
172
155
139
111
95
67
171
154
138
110
94
66
170
153
137
109
93
169
152
136
108
92
168
151
123
107
91
167
150
122
106
90
165
149
121
105
89
164
148
120
104
88
1
17
52
82
251
234
2
18
53
83
250
233
3
19
54
84
249
4
20
55
85
248
231
5
21
56
247
6
22
57
263
246
723
58
261
245
8
16
24
51
59
81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
50
80
253
236
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
45
46474849
232
230
228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
OK 12
OK 12
OK 12
PN 22
PN 22
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 12
OK 12
OK 10
OK 12
OK 10
OK 12OK 12
GM 12
GM 10
GM 10GM 8PN 30
PN 36
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
GM 10
GM 10
GM 10
GM 10
GM 13GM 10
CE 10
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"
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18"
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18"
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18" RCP
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INV=20.99
18
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INV=23.23
INV=23.39
18
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INV=24.75
INV=23.99
INV=24.17
15
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INV=22.84
DIRIM=25.94
IN(N)=22.39
IN(S)=22.04OUT=21.99
DI
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OUT=22.4812" RCP
6"
P
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INV=22.36
END UKNOWN
END UKNOWN
DI
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IN(S)=17.00IN(N)=17.55OUT=16.25
18" RCP
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15
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DI
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YIRIM=20.39IN(W)=15.19
OUT=15.15
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MATCHLINE C3.2
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5/15/2024
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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
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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 OR THE GUTTER PAN.
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.
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.
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 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.ALL TOWNHOME BUILDINGS WILL HAVE WATER SERVED BY A GANG METER THAT
SERVES EACH UNIT IN THE BUILDING. SEE THE CFPUA DETAIL W-15.
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
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
SCM 1
SCM 2
SCM 5
MG 8
OK 8
OK 12
OK 12
OK 10
OK 12
OK 10
GM 12
GM 10
GM 10GM 8
PN 30
PN 36
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
GM 10
GM 10
GM 10
GM 10
GM 13GM 10
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
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=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
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
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P
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P
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P
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.
4
7
7
,
P
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.
1
7
8
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
BL
U
E
C
L
A
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R
O
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D
-
S
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R
.
1
3
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P
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/
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MATCHLINE C3.1
MATCHLINE C3.2
MATCHLINE C3.1
MATCHLINE C3.3
8''W8''W8''W8''W
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SAN
S
A
N
SA
N
SANSAN
SAN
SA
N
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''W
8''W
8''W8''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
8''W
8'
'
W
8'
'
W
8''W
8'
'
W
8'
'
W
8''W
S
8''W
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" C-900 DR-18
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" TAPPING SLEEVE AND 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8" TAPPING SLEEVE AND 8" GV
EXISTING WATERLINE
F
G
F
F
E
G
E
E
E
E
F
E
E
E
E
EE
E
E
E
E
E
E
E
E
F
E
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 26
TOP 29.11
DEPTH 11.86
MH 27
TOP 28.74
DEPTH 10.96
MH 25 (5' DIA.)
TOP 28.37
DEPTH 11.81
MH 31
TOP 28.14
DEPTH 8.13
MH 42
TOP 28.08
DEPTH 6.67
MH 23 (5' DIA.)
TOP 28.06
DEPTH 12.85
MH 22
TOP 28.05
DEPTH 13.91
MH 30
TOP 27.76
DEPTH 8.23
MH 24
TOP 27.65
DEPTH 11.76
MH 40
TOP 27.60
DEPTH 7.38
MH 29 (5' DIA.)
TOP 27.37
DEPTH 8.63
MH 38
TOP 27.50
DEPTH 5.88
MH 28
TOP 27.29
DEPTH 8.91 MH 32
TOP 27.17
DEPTH 6.00
MH 41
TOP 27.05
DEPTH 5.17
MH 35
TOP 26.95
DEPTH 6.89
MH 37
TOP 26.75
DEPTH 5.72
MH 33
TOP 26.54
DEPTH 4.17
MH 34
TOP 26.39
DEPTH 6.91
MH 36
TOP 26.31
DEPTH 5.75
MH 43
TOP 29.00
DEPTH 11.72
MH 39
TOP 26.47
DEPTH 4.17
G
F
F
F
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.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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331
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331
5/15/2024
PR
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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° BEND
22.5° BEND
45° BEND
E
F
G
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
149
121
105
148
120
104
251
234
250
233
84
249
85
248
231
247
263
246
261
245
260
252
244
235
259
243
258
242
257
241
256
239
255
238
254
237
253
236
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
193
200201
202
198
197
196
195
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
232
230
228
240
SCM 3
SCM 3
SCM 4
OK 12
OK 12
OK 12
PN 22
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 12
OK 12
OK 10
OK 12
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C3.1
MATCHLINE C3.2
MATCHLINE C3.1
MATCHLINE C3.3
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
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
W
8''W
8''W
8''W
8''W
8''W
8''W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
S
A
N
S
A
N
SA
N
SA
N
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
MATCHLINE C3.3
MATCHLINE C3.4
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" 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
1" CORP. STOP
2" WATER METER
HOT BOX W/ BACKFLOW PREVENTOR
1" WATER SERVICE LINE
(2) 45° BENDS
PROPOSED FORCEMAIN
(2) 45° BENDS
F
E
F
F
F
F
F
F
F
F
F
F
E
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
TOP 29.30
DEPTH 11.17
MH 4
TOP 29.26
DEPTH 13.86
46
TOP 28.76
DEPTH 16.88
MH 17
TOP 28.31
DEPTH 9.58
MH 18
TOP 28.24
DEPTH 8.60
MH 20
TOP 28.15
DEPTH 6.67
MH 22
TOP 28.05
DEPTH 13.91
MH 16
TOP 27.91
DEPTH 10.87
MH 19
TOP 27.79
DEPTH 7.35
MH 5 (5' DIA.)
TOP 27.76
DEPTH 10.86
MH 15
TOP 27.76
DEPTH 6.17
MH 21
TOP 27.75
DEPTH 14.69
MH 11
TOP 27.72
DEPTH 8.78
MH 2
TOP 27.64
DEPTH 14.68
MH 3 (5' DIA.)
TOP 27.64
DEPTH 13.45
MH 13
TOP 27.56
DEPTH 7.65
MH 12
TOP 27.33
DEPTH 7.90
MH 14
TOP 26.78
DEPTH 5.19MH 1 (5' DIA.)
TOP 25.92
DEPTH 13.92
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
JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
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5/15/2024
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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
45° BEND
E
F
G
163
147
162
146
178
161
145
177
160
144
176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
OS #8
OS #5
OS #10
232
230
228
240
166
SCM 1
SCM 3
SCM 5
PN 22
OK 12
OK 12
OK 10
OK 12
OK 10
OK 12
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
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
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18"
R
C
P
INV=23.62
INV=22.63
INV=22.63
INV=22.25
INV=22.38
INV=22.64
18"
R
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R
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18" RCP
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P
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INV=20.99
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C
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IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
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IN(N)=22.73
IN(W)=22.58
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6"
P
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INV=22.36
END UKNOWN
END UKNOWN
RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18" RCP
INV=16.78
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8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
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8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
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8''W
8''W
8''W
MATCHLINE C3.3
MATCHLINE C3.4
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
8" X 8" TEE
(2) 8" GV
TIE INTO EXISTING 8" WATERLINE
WITH 8" TAPPING SLEEVE AND 8" GV
PROPOSED FORCEMAIN
(2) 45° BENDS
G
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FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
MH 6 (5' DIA.)
TOP 29.30
DEPTH 11.17
MH 5 (5' DIA.)
TOP 27.76
DEPTH 10.86
MH 15
TOP 27.76
DEPTH 6.17
MH 11
TOP 27.72
DEPTH 8.78
MH 7
TOP 27.69
DEPTH 8.72
MH 13
TOP 27.56
DEPTH 7.65
MH 12
TOP 27.33
DEPTH 7.90
MH 8
TOP 27.01
DEPTH 7.62
MH 14
TOP 26.78
DEPTH 5.19
MH 9
TOP 26.32
DEPTH 6.53
MH 10
TOP 25.21
DEPTH 4.13
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
G
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22.5° BEND
45° BEND
22.5° BEND
JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
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J. WALL
331
5/15/2024
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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
45° BEND
E
F
G
145
144
143142141
PN 15
PN 13
GM 18
PN 20
PN 20
PN 13PN 12
PN 16PN 17PN 17
PN 12
CE 8
MA 8
CE 10
PN 12
PN 12
PN 14
PN 13PN 13OK 10PN 13
PN 14
PN 12
PN 13
PN 18
PN 14
PN 20
PN 12
PN 12
PN 14
PN 14
CH 10
INV=24.68
INV=24.90
INV=23.98
INV=23.97
18"
R
C
P
INV=24.90
INV=24.90
18"
R
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P
18"
R
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5/15/2024
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S
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5/15/2024
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331
5/15/2024
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1" = 50'
NA
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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
45° BEND
E
F
G
X
X
X
163
147
119
103
87
162
146
118
102
86
178
161
145
117
101
73
177
160
144
116
100
72
176
159
143
115
99
71
175
158
142
114
98
70
174
157
141
113
97
69
173
156
140
112
96
68
172
155
139
111
95
67
171
154
138
110
94
66
170
153
137
109
93
169
152
136
108
92
168
151
123
107
91
167
150
122
106
90
165
149
121
105
89
164
148
120
104
88
1
17
52
82
251
234
2
18
53
83
250
233
3
19
54
84
249
4
20
55
85
248
231
5
21
56
247
6
22
57
263
246
723
58
261
245
8
16
24
51
59
81
260
252
244
235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
241
12
28
77
256
239
13
29
76
255
238
14
30
75
254
237
15
50
80
253
236
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
45
46
474849
232
230
228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
OK 12
OK 12
OK 12
PN 22
OK 8
PN 22
OK 15
PN 26
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
MG 4
PN 24
PN 26
MG 6
OK 13
MG 4
OK 12
OK 12
OK 12
OK 12
OK 12OK 12
GM 12
GM 10
GM 10GM 8PN 30
PN 36
OK 10
OK 10
OK 10 GM 15
GM 17
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 12
OK 15
MG 6
OK 8
OK 10
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
OK 12
OK 10GM 10
GM 10
OK 8
OK 8
GM 10
GM 10
GM 13GM 10
CE 10
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
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18" RCP
12
"
R
C
P
18
"
R
C
P
15
"
R
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P
INV=21.25
INV=20.99
18
"
C
M
P
12
"
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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
DIRIM=25.94IN(N)=22.39
IN(S)=22.04OUT=21.99
DIRIM=24.48
IN(N)=22.73IN(W)=22.58
OUT=22.4812" RCP
6"
P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DI
RIM=21.00IN(W)=16.99IN(S)=17.00
IN(N)=17.55OUT=16.25
18" RCP
INV=16.78
15
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R
C
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18
"
R
C
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DIRIM=24.63
IN(N)=21.88OUT=21.68
DIRIM=25.21
IN(N)=22.86OUT=22.75
YI
RIM=20.39IN(W)=15.19
OUT=15.15
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8''W
8''W
8'
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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'
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8'
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8''
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8'
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8''W
8''W
8''W
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FM
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FM
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FM
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FM
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S
S
S
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S
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S
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S
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OK 12
OK 12
OK 12
PN 22
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PN 22
OK 15
PN 26
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
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OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
MG 4
PN 24
PN 26
MG 6
OK 13
MG 4
OK 12
OK 12
OK 12
OK 12
OK 12OK 12
GM 12
GM 10
GM 10GM 8PN 30
PN 36
OK 10
OK 10
OK 10 GM 15
GM 17
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 12
OK 15
MG 6
OK 8
OK 10
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
OK 12
OK 10GM 10
GM 10
OK 8
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GM 10
GM 10
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CE 10
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
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18"
R
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18"
R
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18" RCP
12
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R
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18
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15
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INV=20.99
18
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INV=22.74
INV=23.23
INV=23.39
18
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15
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INV=24.26
INV=24.75
INV=23.99
INV=24.17
15
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C
P
DIRIM=25.94IN(N)=22.39
IN(S)=22.04OUT=21.99
DIRIM=24.48
IN(N)=22.73IN(W)=22.58
OUT=22.4812" RCP
6"
P
V
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INV=22.36
END UKNOWN
END UKNOWN
DI
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IN(N)=17.55OUT=16.25
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15
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IN(N)=21.88OUT=21.68
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IN(N)=22.86OUT=22.75
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63677
331
J. WALL
331
5/15/2024
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C4.0
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
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
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
PROPOSED ADS N12 WT 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 THE NEW
HANOVER COUNTY ENGINEERING
DEPARTMENT 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 TWO WET PONDS. THE
FOLLOWING LOTS WILL REQUIRE THIS: 1-17,
58-66, 161-164, 190-233.
5.ALL IMPERVIOUS AREA WITHIN THE 50'
VEGETATED SETBACK SHALL BE COLLECTED
AND TREATED BY ONE OF THE TWO
PROPOSED WET PONDS.
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
47
4849
79
74
6
7
6
11
9
5
16
7
5
8
SCM 1
SCM 2
SCM 5
MG 8
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
GM 12
GM 10
GM 10GM 8
PN 30
PN 36
OK 10
OK 10
OK 10 GM 15
GM 17
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 12
OK 15
MG 6
OK 8
OK 10
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
OK 12
OK 10GM 10
GM 10
OK 8
OK 8
GM 10
GM 10
GM 13GM 10
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
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=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
W
W
W
W
W
W
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PROPOSED EOP
GRADING & DRAINAGE LEGEND
100
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114
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PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
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
PROPOSED ADS N12 WT STORM PIPE
163
147
162
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160
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143
175
158
142
174
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156
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155
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GM 12GM 10
INV=17.54
72" CMP
18
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INV=19.55
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INV=23.98
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18"
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OUT=21.99
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IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP
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END UKNOWN
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IN(S)=17.00
IN(N)=17.55
OUT=16.25
18" RCP
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8''W
8''W
8''W
8''W
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8''W
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FM
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PN 22
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PN 24
PN 26
MG 6
OK 13
MG 4
OK 12
OK 12
OK 12
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MG 8
GM 12GM 10
INV=17.54
72" CMP
18
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R
C
P
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INV=19.55
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INV=23.98
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INV=22.25
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IN(N)=22.39
IN(S)=22.04
OUT=21.99
DI
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IN(N)=22.73
IN(W)=22.58
OUT=22.4812" RCP
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P
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END UKNOWN
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RIM=21.00
IN(W)=16.99
IN(S)=17.00
IN(N)=17.55
OUT=16.25
18" RCP
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5/15/2024
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SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
UTILITY EASEMENT
SIGHT TRIANGLE
EXISTING WETLANDS
CENTER OF CREEK
AMENITY AREA
OPEN SPACE
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
PROPOSED ADS N12 WT STORM PIPE
303
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177
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116
100
72
176
159
143
115
99
71
175
158
142
114
98
70
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157
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113
97
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173
156
140
112
96
68
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111
95
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109
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3
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4
20
55
85
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5
21
56
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6
22
57
263
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58
261
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8
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81
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235
9
25
60
259
243
10
26
61
258
242
11
27
78
257
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12
28
77
256
239
13
29
76
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238
14
30
75
254
237
15
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80
253
236
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
126
130
125
OS #4
124
135
134
129
133
128 132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
OS #9
197
189
181
196
188
180
195
187
179
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
OS #10
45
46474849
232
230
228
240
166
79
74
SCM 1
SCM 2
SCM 3
SCM 3
SCM 4
SCM 5
OK 12
OK 12
OK 12
PN 22
OK 8
PN 22
OK 15
PN 26
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
MG 4
PN 24
PN 26
MG 6
OK 13
MG 4
OK 12
OK 12
OK 12
OK 12
OK 12OK 12
GM 12
GM 10
GM 10GM 8PN 30
PN 36
OK 10
OK 10
OK 10 GM 15
GM 17
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 12
OK 15
MG 6
OK 8
OK 10
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15OK 8
OK 10
OK 15
OK 12
OK 10GM 10GM 10
OK 8
OK 8
GM 10
GM 10
GM 13GM 10
PN 15
PN 13
GM 18
PN 20
PN 20
PN 13PN 12
PN 16PN 17PN 17
PN 12
CE 8
MA 8
CE 10
PN 12PN 12
PN 14
PN 13PN 13OK 10PN 13
PN 14PN 12PN 13
PN 18
PN 14
PN 20
PN 12PN 12
PN 14PN 14
OK 20
GM 18
PN 24
OK 10
CE 12
CE 8
CH 10
OK 16OK 11
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=21.32
INV=18.77
INV=18.75
DIRIM=25.25IN=23.44OUT=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=27.33BOTTOM=23.11
DIRIM=27.72IN=25.13OUT=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
INV=23.97
18" R
C
P
18" R
C
P
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
15"
C
P
P
INV=22.84
INV=22.23
INV=22.83
DIRIM=25.94IN(N)=22.39IN(S)=22.04OUT=21.99
DIRIM=24.48IN(N)=22.73IN(W)=22.58OUT=22.4812" RCP
6" P
V
C
INV=22.36
END UKNOWN
END UKNOWN
DIRIM=21.00IN(W)=16.99IN(S)=17.00IN(N)=17.55OUT=16.25
18" RCPINV=16.78
15"
R
C
P
18"
R
C
P
DIRIM=24.63IN(N)=21.88OUT=21.68
DIRIM=25.21IN(N)=22.86OUT=22.75
YIRIM=20.39IN(W)=15.19OUT=15.15
18" CPP
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M.B. 37, PG. 343
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63677
331
J. WALL
331
5/15/2024
PR
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C5.0
1" = 200'
NA
D
8
3
0
SCALE 1"=200'
400'200'
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 PROTECTION DETAIL NOT TO SCALE
TREE PROTECTION DETAIL NOT TO SCALE
TREE LEGEND
TREE TO BE REMOVEDX
TREE TO BE RETAINED
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21
22
22
23
23
24
26
26
26
26
26
27
2
0
2
0
2
5
2
5
2
5
2
1
2
1
2
1
2
1
2
1
2
1
2
2
2
2
2
2
2
2
2
3
23
2
3
2
3
2
4
2
4
2
4
2
6
2
6
26
2
0
2
0
2
0
2
0
2
5
2
5
2
1
2
1
2
1
2
1
2
2
2
2
2
2 2
2
2
2
2
2
2
3
2
3
2
3
2
4
2
4
2
6
2
6
25
25
2
5
2
5
24242424
2
4
24
2
6
2
6
2
6
2
7
2
7
2
5
25
2
5
2
5
2
4
2
4
2
62
6
2
6
2
6
2
62
7
2
7
2
5
2
5
2
5
2
5
2
6
2
6
2
6
2
6
2
7
2
7
2
7
2
6
2
6
2
6
2
6
2
7
2
7
2
7
2
7
2
7
2
7
2
8
2
8
2
6
2
6
2
6
2
6
2
7
2
7
2
7
2
8
2
8
2
0
17
1
8
1
9
2
1
2
2
2
3
24
X
XX
X
X
87
86
73
72
71
70
69
68
67
66
92
91
90
89
88
1
17
52
82
2
18
53
83
3
19
54
84
4
20
55
85
5
21
56
6
22
57
723
58
8
16
24
51
59
81
9
25
60
10
26
61
11
27
78
12
28
77
13
29
76
14
30
75
15
50
80
62
63
64
65
OS #2
AMENITY AREA
33
39
32
38
31
37
44
36
43
OS #1
42
35
41
34
40
OS #11
45
46
474849
79
74
SCM 1
SCM 2
SCM 5
MG 8
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
GM 12
GM 10
GM 10GM 8
PN 30
PN 36
OK 10
OK 10
OK 10 GM 15
GM 17
GM 15
GM 13
GM 13
GM 10
GM 13
GM 12
PN 26
OK 8
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
MG 6
OK 8
OK 8
OK 12
OK 12
OK 15
MG 6
OK 8
OK 10
OK 10OK 10OK 12
GM 12OK 10
OK 8
GM 12
GM 12GM 15
OK 8
OK 10
OK 15
OK 12
OK 10GM 10
GM 10
OK 8
OK 8
GM 10
GM 10
GM 13GM 10
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
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=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
W
W
W
W
W
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WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
B
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MATCHLINE C5.1
MATCHLINE C5.2
MATCHLINE C5.1
MATCHLINE C5.3
X
X X X
X
X
X
2
8
28
2
8
28
28
28
28
29 29
28
28
27
27
27
2
7
26
27 27
28
28
27
2
7
2
7
28
28
2
7
22 26
23
2
7
28
2
4
27
27
27
17
26
26 26
24
25
16
19
25
27
17
27
17
27
25
25
29
27
27
28
28
28
27
X
X
X
X
X
X
X
X
X
X
8''W8''W8''W8''W
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SAN
S
A
N
SA
N
SANSAN
SAN
SA
N
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''W
8''W
8''W8''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'
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8'
'
W
8''W
8''
W
8''
W
8''W
8'
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W
8'
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W
8''W
S
8''W
JOB NO.
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SCALE
DESIGNED BY
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5/15/2024
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C5.1
1" = 50'
NA
D
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3
SCALE 1"=50'
100'50'0
LEGEND
PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
TREE LEGEND
TREE TO BE REMOVEDX
TREE TO BE RETAINED
PROPOSED SWALE
2
7
28
29
2
8
2
8
2
8
28
27
28
28
28
28
28
28
28
28
28
28
28
28
28
2
8
28
28
28
28
28
27
2
8
2
8
2
8
28 28
2
8
28 28
28
2
8
28
28
2828
28
28
28
28
2
828
2
8
2
8
2828
28
28
27
27
2
5
2
3
2
4
26
25
2324
26
20
25
2
1
2223
24
26
2
521
22
23
24
26
25
22
22
2324
26
25
23
24
2
5
2
3
2
42627
25
25
23
23
24
24
26
26
27
25
2
5
2
4
2
4
26
26
2
7
27
27
27
27
27
3030
30
30
30
30
30
30
30
30
3
0
30
30
30
3
0
30
3
0
3
0
3
0
30
30
30
3
030
30
30
30
30
3
0
30
30
30
30
30
30
30
30
30
30
3
0
30
30
30
30
30
3
0
30
30
30
3
0
303
0
30
3
0
30
30
3
0
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
3
030303
0
3
0
3
0
30
3
028
28
28
28
2828
28
28
2
8
2
8
28
28
2
828
28
28
2828
28
28
2828
2
828
28282828
2828
28
2828
28
2
8
28
28
28
2828
28
28
28
2
8
2
8
2
8
2
8
2
8
2
8
2
8
2
8
28 28
2
82828
2
8
2
9
2
9
29292
9
29
2
929
2
9
29
2929 2929
2
9
29
29
29
29
29
29
29
29
2
9
2
9
29
2
9
29
2
9
29
29
2
9
2
9
29
29
2
9
29
2
9
29
29
29
29
29
29
29
29
29
29
29
2
9
29
29
29
29
29
29
29
29
29
29
2929
29
2
9
29
2
9
29
29
29
29
2929
29
29
29
29
29
29
29
29
29
29
29
29
29
29
2
9
2
9
29
292929
29 2
9
292
9
292
9
292
9 2929
2929
2
9
2
9
313
1
31
3
1
3
1
31
31
31
31
3
1
31
31
31
3
1
3
1
31
31
31
31
3
1
31
31
3131
31
31
31
31
31
31
313
1
31
31
31
31
313131
31
31
31
31
31
31
3131
31
31
31
31
31
31
3
13
1
3
2
323232
323
2
3
2
32
3232
3232
323
2
3
2
32
32
32
26
25
26
27
27
27
27
2
7
27
27
27 27
27
2
7
2
7
27
2
8
2
8
28
28
28
2
8
28
28
2
828
2
8
28
28
2
7
2828
2
8
28
28
2
8
28
28
27
27
27
27
27
27
2
7
27
2
7
27
2
0
2
0
25
2
5
25
25
191
9
21
2
1
22
2
2
2
3
2
3
24
24
262
6
26
26
26
26
2
7
27
27
27
2
7
27
27
2
7
2
7
252
5
2
62
6
2
7 2
7
2
8
252526262727
2
8
2626
27 2728
28
262627
2728
262627
2728
26
2627
27
28
26 2627272828282828
26
2627
2
7
28
2828
26
2627
2728
2828
26 26272728
2829
2
6
2
6
2
7
2
7
2
6
2
6
2
7
27
28
2626
27
27
28
28
28 2727
28
28
262627
2728
28 262627
27
28 262627
27
28
28
262627
27
28
28
28
2626
27
27
28
28
262627
27
28
28
28
2626
27
27
28
28
28
29
2626
27
27
2
5
2324
26
27
28
28
26
27
30
3
0
30
30
2
9
X
X
XX
X
X
X
X
147
119
103
146
118
102
145
117
101
160
144
116
100
159
143
115
99
158
142
114
98
157
141
113
97
156
140
112
96
155
139
111
95
154
138
110
94
153
137
109
93
152
136
108
92
151
123
107
91
150
122
106
149
121
105
148
120
104
251
234
250
233
84
249
85
248
231
247
263
246
261
245
260
252
244
235
259
243
258
242
257
241
256
239
255
238
254
237
253
236
126
130
125
OS #4
124
135
134
129
133
128
132
127
131
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
193
200201
202
198
197
196
195
OS #11
OS #3
262
229
OS #7
OS #8
OS #5
232
230
228
240
SCM 3
SCM 3
SCM 4
OK 12
OK 12
OK 12
PN 22
OK 8
OK 15
PN 26
PN 26
OK 8
PN 24
MG 8
OK 8
OK 8
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
WETLANDS
WETLANDS
WETLANDS
WETLANDS
WETLANDS
MATCHLINE C5.1
MATCHLINE C5.2
MATCHLINE C5.1
MATCHLINE C5.3
MA
T
C
H
L
I
N
E
C
5
.
2
MA
T
C
H
L
I
N
E
C
5
.
3
MATCHLINE C5.3
MATCHLINE C5.4
X
X
X
X
X
2
8
28
2
8
28
28
28
28
28
28
29 29
28
28
28
28
2
8
282
8
27
17
26
19
27
19
27
27
19
25
27
27
25
28
23
28
23
27
2
9
2
9
29
29
3
0
29
19
2
7
19
27
29
X
X
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
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5/15/2024
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100'50'0
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TREE TO BE REMOVEDX
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LEGEND
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PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
PROPOSED SWALE
20
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162
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176
159
143
175
158
142
174
157
173
156
172
155
171
154
170
153
169
152
168
151
167
150
165
149
164
148
251
234
250
233
249
248
231
247
246
245
252
244
235
243
242
257
241
256
239
255
238
254
237
253
236
213
221
206
214
222
205
207
215
223
204
208
216
224
203
209
217
225
210
218
226
211
219
227
212
220
OS #6
194
186
199
193
185
200
192
184
201
191
183
202
198
190
182
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197
189
181
196
188
180
195
187
179
OS #11
229
OS #7
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OS #5
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232
230
228
240
166
SCM 1
SCM 3
SCM 5
PN 22
OK 8
OK 12
OK 12
OK 12
OK 10
OK 12
OK 10
MG 4
PN 24
PN 26
MG 6
OK 13
MG 4
OK 12
OK 12
OK 12
OK 12
OK 12
OK 12
OK 15
OK 14
OK 12OK 12
MG 8
GM 12GM 10
INV=17.54
72" CMP
18
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R
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INV=21.98
INV=22.43
INV=19.55
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INV=23.98
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OUT=21.99
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IN(N)=22.73
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OUT=22.4812" RCP
6"
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END UKNOWN
END UKNOWN
RIM=21.00
IN(W)=16.99
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IN(N)=17.55
OUT=16.25
18" RCP
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331
J. WALL
331
5/15/2024
PR
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PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
PROPOSED SWALE
30
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31
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0
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6
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26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
27
27
27
27
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27
27
27
27
27
27
27
27
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27
27
27
27
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28
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28
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28
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27
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26
26
27
27
28
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2
8
28
2
8
145
144
143142141
PN 15
PN 13
GM 18
PN 20
PN 20
PN 13PN 12
PN 16PN 17PN 17
PN 12
CE 8
MA 8
CE 10
PN 12
PN 12
PN 14
PN 13PN 13OK 10PN 13
PN 14
PN 12
PN 13
PN 18
PN 14
PN 20
PN 12
PN 12
PN 14
PN 14
CH 10
INV=24.68
INV=24.90
INV=23.98
INV=23.97
18"
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331
J. WALL
331
5/15/2024
PR
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PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
PROPOSED SWALE
26
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PN 20
PN 12
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60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343
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63677
331
J. WALL
331
5/15/2024
PR
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TREE LEGEND
TREE TO BE REMOVEDX
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PROPERTY LINE
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
EXISTING WETLANDS
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60' UTILITY AND ACCESS EASEMENT
M.B. 37, PG. 343
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5/15/2024
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5/15/2024
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5/15/2024
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5/15/2024
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