20200253 Ver 1_E&SC plans_20200504

N/A
MAGNOLIA PARK
VICINITY MAP
RESIDENTIALPROPOSED USE:
ZONING:PRD C8
MAGNOLIA PARK PROJECT:
SITE DATA
ENGINEER:
JIM CHANDLER, PE
PHONE: [phone]
RALEIGH, NC 27607
5410 TRINITY ROAD; SUITE 102
TIMMONS GROUP
FAX: [phone]
EMAIL: [e-mail]
ROYAL OAKS
TOTAL TRACT AREA:189.34 ACRES
1210 TRINITY ROAD, SUITE 102
DEVELOPER:
CARY, NC 27513
TOWNSHIP:ST. MARY'S
PHONE: [phone]
(FORMERLY OAK PARK WEST & MAGNOLIA WALK)
TOWN OF GARNER, WAKE COUNTY, NORTH CAROLINA
NAD83SITE
EMAIL: [e-mail]
PROPERTY OWNERS:NEW BETHEL
CHURCH
RD
SUT
T
O
N
S
P
RI
N
G
S
D
R
BLUEFIELD DRCLIFFORD RDSB-19-04
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020C0.0 COVER SHEETPRELIMINARY SUBDIVISION PLANS
CHARLES N BRYAN WALTER C BRYAN CHARLES N & WALTER C BRYAN
1408 NEW BETHEL CHURCH ROAD 1408 NEW BETHEL CHURCH ROAD 1408 NEW BETHEL CHURCH ROAD
GARNER, NC 27529 GARNER, NC 27529 GARNER, NC 27529
PIN: 1619-84-7756 PIN: 1619-84-9320 PIN: 1619-93-4708
BOBBY C RAYNOR BOBBY C & MARGARET F RAYNOR
PO BOX 365 PO BOX 365
GARNER, NC 27529 GARNER, NC 27529
ZONING CONDITIONS
1.THE USE OF THE PROPERTY SHALL BE LIMITED TO RESIDENTIAL HOUSING AND ASSOCIATED AMENITIES.
2.THE MAXIMUM DENSITY SHALL NOT EXCEED 3.1 DWELLING UNITS PER ACRE WITH A MAXIMUM OF 580 DWELLING UNITS OF WHICH NO MORE THAN 180
SHALL BE TOWNHOMES.
3.A DEVIATION OF GREATER THAN 20% IS REQUESTED REGARDING SECTION 6.12.A SINGLE FAMILY LOT SIZES IN PRD DEVELOPMENTS. THIS SECTION
REQUIRES SIXTY PERCENT (60%) OF ALL SINGLE-FAMILY LOTS TO BE AT LEAST 12,000 SF AND FORTY PERCENT (40%) MEETING A 9,000 SF LOT SIZE.
390 SINGLE FAMILY LOTS ARE PROPOSED. A DEVIATION ALLOWING 120 LOTS OR THIRTY PERCENT (30%) OF THE SINGLE FAMILY LOTS TO BE 5,520 SF
OR LARGER INSTEAD OF 12,000 SF IS PROPOSED, A FIFTY-FOUR PERCENT (54%) REDUCTION IN SIZE AND 270 LOTS OR SEVENTY PERCENT (70%) OF
SINGLE FAMILY LOTS TO BE 4,830 SF OR LARGER INSTEAD OF 9,000 SF, AN APPROXIMATE FORTY-SIX PERCENT (46%) REDUCTION. HAVING SMALLER
LOTS REDUCES THE REQUIRED YARD MAINTENANCE BY HOMEOWNERS AND PRESERVES GREATER RECREATION AND USABLE OPEN SPACE AREAS
AND COMMON SPACE AREAS. INCREASED SAFETY OF RESIDENTS AND ENCOURAGING INTERACTIONS BETWEEN NEIGHBORS BUILDS A TIGHTER KNIT
COMMUNITY.
4.A DEVIATION OF GREATER THAN 20% IS REQUESTED FOR SECTION 6.12.A BUILDING SETBACKS FOR A PRD DEVELOPMENT. LOT SETBACKS ARE
OUTLINED TO FOLLOW THE REQUIREMENTS FOR THE R-12 ZONING DISTRICT. R-12 SETBACKS ARE AS FOLLOWS: FRONT-30', REAR-20', SIDE 6'
MINIMUM, 15' COMBINED MINIMUM, CORNER SIDE-20'. PROPOSED SETBACKS FOR THE DETACHED SINGLE-FAMILY LOTS ARE AS FOLLOWS: FRONT-20'
(A 33% REDUCTION), REAR-20', SIDE 5' (A 33% REDUCTION), CORNER SIDE-12' (A 40% REDUCTION). FOR THE ATTACHED TOWNHOMES, LOT SETBACKS
ARE AS FOLLOWS: FRONT-35', REAR-25', SIDE-15', CORNER SIDE-25'. PROPOSED SETBACKS ARE AS FOLLOWS: FRONT-20' (A 43% REDUCTION),
REAR-20' (A 20% REDUCTION), SIDE 10' (A 33% REDUCTION), CORNER SIDE-10' (A 60% REDUCTION). IN ADDITION, THE ATTACHED TOWNHOMES SHALL
NOT COMPLY WITH THE BUILDING TRIANGULATION METHOD FOUND IN SECTION 6.10.E. A SAFER, MORE SECURE ENVIRONMENT AND BETTER
COMMUNICATIONS BETWEEN NEIGHBORS IS A BENEFIT OF UTILIZING REDUCED BUILDING SETBACKS.
5.A DEVIATION OF GREATER THAN 20% IS REQUESTED FOR SECTION 8.2.K.8. WHERE TWO STREETS MAY NOT INTERSECT ON THE SAME SIDE OF
ANOTHER STREET AT A DISTANCE OF LESS THAN 400 FEET. A DEVIATION ALLOWING A REDUCTION IN THE SEPARATION OF INTERSECTIONS OF UP TO
32% LESS THAN THE 400 FEET REQUIRED.
6.THE COMMUNITY POOL SHALL BE A MINIMUM OF 4,000 SQUARE FEET AND THE CLUBHOUSE SHALL BE A MINIMUM OF 1,800 SQUARE FEET UNDER
ROOF.
7.TOWNHOMES SHALL HAVE AT LEAST A ONE-CAR GARAGE. ALL SINGLE-FAMILY HOMES SHALL HAVE A AT LEAST A TWO-CAR GARAGE.
8.ALL HOUSING TYPES SHALL HAVE A MINIMUM .045 GAUGE VINYL SIDING WITH AT LEAST ONE BRICK, BOARD & BATTEN, OR STONE ACCENT. PRODUCT
C SHALL HAVE A MASONRY ACCENT ALONG WITH AN ADDITIONAL BOARD & BATTEN OR SHAKE ACCENT. PRODUCT A SHALL HAVE A MINIMUM OF 35 SF
OF ACCENT, PRODUCT B SHALL HAVE A MINIMUM OF 100 SF OF ACCENT AND PRODUCT C SHALL HAVE A MINIMUM OF 125 SF OF ACCENT.
9.GARAGE DOORS FOR TOWNHOMES SHALL HAVE CARRIAGE DOOR HARDWARE OR WINDOWS. ALL GARAGE DOORS FOR THE SINGLE-FAMILY HOMES
SHALL HAVE CARRIAGE DOOR HARDWARE AND WINDOWS.
10.TOWNHOMES SHALL BE SLAB ON GRADE WITH TREATMENTS SUCH AS PAINT, BRICK OR STONE TO COVER EXPOSED CONCRETE ON THE FRONT AND
SIDES. PRODUCT B SHALL BE SLAB ON GRADE TURNED DOWN WITH 18” WAINSCOT BRICK OR STONE ON THE FRONT, SIDES SHALL BE SCRATCH
MORTAR AND PAINT TO MATCH SIDING. PRODUCT C SHALL BE SLAB ON GRADE TURNED DOWN OR CRAWL SPACE WITH BRICK OR STONE ON FRONT
AND SIDES.
11.ALL EAVES AND RAKES SHALL BE 12” MINIMUM ON FRONT, REAR, AND SIDES. DORMERS AND GABLES SHALL HAVE 8” MINIMUM EAVES. ALL HOUSING
TYPES SHALL HAVE 30-YEAR ARCHITECTURAL SHINGLES WITH MULTIPLE ROOF BREAKS.
12.ALL TOWNHOMES AND SINGLE-FAMILY HOMES SHALL HAVE AT LEAST ONE WINDOW ON EACH SIDE ELEVATION.
13.TOWNHOME CORNER STREET SIDE ELEVATIONS SHALL HAVE A MINIMUM OF TWO DIFFERENT SIDING MATERIALS. THE TWO SIDING MATERIALS SHALL
BE SEPARATED BY A SKIRT BOARD.
14.A FRONT PORCH OR COVERED STOOP IS REQUIRED ON ALL HOUSING TYPES, MINIMUM 4' X 6' OR 24 SQUARE FEET. POSTS AND COLUMNS SHALL BE
6” MINIMUM WIDTH/DIAMETER AND PAINTED OR STAINED TO MATCH TRIM COLOR.
15. THE RECREATIONAL & USEABLE OPEN SPACE LOCATED BETWEEN THE TOWNHOMES AND THE SINGLE-FAMILY HOMES IN PHASE 1 SHALL HAVE
HARDSCAPE, ENHANCED LANDSCAPING AND SIDEPATHS. TWO RECREATIONAL & USEABLE OPEN SPACE AREAS LOCATED IN PHASE 2 SHALL EACH
HAVE 2 PARK BENCHES, HARDSCAPE AND ENHANCED LANDSCAPING. REMAINING RECREATIONAL & USEABLE OPEN SPACE SHALL HAVE TRAILS TO
CONNECT OPEN SPACE AREAS TOGETHER AND PROVIDE ENJOYMENT OF THE NATURAL ENVIRONMENT.
16.THE PUBLIC GREENWAY CONSTRUCTION SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE 60TH/ CERTIFICATE OF OCCUPANCY IN PHASE 3.
17.A 7-FOOT TALL LANDSCAPED BERM SHALL BE INSTALLED ALONG THE PROJECT'S FRONTAGE ON NEW BETHEL CHURCH ROAD.
OREGON TRAIL
ROUTE 50 (BENSON RD)SITE DATA
LF OF PUBLIC STREETS 20,625 LF
LF OF SIDEWALK 21,165 LF
NUMBER OF SCM'S 5
LF 6" DIP PUBLIC WATERMAIN 4,000 LF
LF 8" DIP PUBLIC WATERMAIN 16,000 LF
LF 8" PVC PUBLIC SANITARY SEWER 21,500 LF
NUMBER OF WATER STUBS 3
NUMBER OF 3 4" DOMESTIC WATER METERS 544
NUMBER OF 4" SEWER SERVICES 544
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 OVERALL SITE PLAN
C2.1 SITE PLAN SHEET 1 OF 4
C2.2 SITE PLAN SHEET 2 OF 4
C2.3 SITE PLAN SHEET 3 OF 4
C2.4 SITE PLAN SHEET 4 OF 4
C2.5 SITE DETAILS
C2.6 PHASE PLAN
C3.0 OVERALL UTILITY PLAN
C3.1 UTILITY PLAN SHEET 1 OF 4
C3.2 UTILITY PLAN SHEET 2 OF 4
C3.3 UTILITY PLAN SHEET 3 OF 4
C3.4 UTILITY PLAN SHEET 4 OF 4
C4.0 OVERALL GRANDING PLAN
C4.1 GRADING PLAN SHEET 1 OF 4
C4.2 GRADING PLAN SHEET 2 OF 4
C4.3 GRADING PLAN SHEET 3 OF 4
C4.4 GRADING PLAN SHEET 4 OF 4
C5.0 OVERALL LANDSCAPE PLAN
C5.1 LANDSCAPE PLAN SHEET 1 OF 4
C5.2 LANDSCAPE PLAN SHEET 2 OF 4
C5.3 LANDSCAPE PLAN SHEET 3 OF 4
C5.4 LANDSCAPE PLAN SHEET 4 OF 4
C6.0 LIGHTING PLAN
C7.1 ROAD WIDENING PLAN
C7.2 ROAD WIDENING PLAN
C11.0 OVERALL EROSION & SEDIMENT CONTROL - STAGE 1
C11.1 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 1 OF 4)
C11.2 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 2 OF 4)
C11.3 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 3 OF 4)
C11.4 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 4 OF 4)
C11.5 OVERALL EROSION & SEDIMENT CONTROL - STAGE 2
C11.6 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 1 OF 4)
C11.7 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 2 OF 4)
C11.8 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 3 OF 4)
C11.9 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 4 OF 4)
C11.10 EROSION & SEDIMENT CONTROL NOTES & DETAILS
C11.11 EROSION & SEDIMENT CONTROL NOTES & DETAILS
ZONE 2
NEUSE
RIPARIAN
BUFFER
ZONE 1
NEUSE
RIPARIAN
BUFFER
EXISTING
PUMP
STATION
TZONE 'AE
'ZONE 'X
'TCX
X
X
X
X
X
X
X
X
X CTTTTGWUGPGGGWWWUFOUFOUCATVOHPOHPOHPOHPDUGTUFOUGTSSSSSSX
L35L36 L
3
7
L
3
8L40
L41L42BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
T
A

D
R
OREGON TRL 136 135 132 131 130 129 128 125 124122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 193 194 195 196 197 198 199 200 134 133 123MOBILE HILLS ESTATESBM 1967 PG 122MOBI
L
E

H
I
L
L
S

E
S
T
A
T
E
BM 1
9
6
7

P
G

1
2
2
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-9633
DB 16781 PG 521
OAK PARK
DEVELOPERS, LLC
PIN 1629-01-2910
DB 17299, PG 2276
N/F
CROSSWINDS
DEVELOPMENT COMPANY
PIN 1619-63-6785
DB 4810, PG 808
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-62-8136
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-71-5223
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-70-3846
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-70-5580
DB 16459, PG 1926
N/F
INDIAN CREEK
ASSOCIATION, LLC
PIN 1619-70-6256
DB 16459, PG 1926
N/F
SOUTHERN TRACE HOME
OWNERS ASSN., INC
PIN 1618-89-2765
DB 13801, PG 2216
N/F
SHERRY FERGUSON,
WINTON & DEAN BUFFALOE
PIN 1629-00-3386
DB 1529, PG 00-E
23SS 92SS OSSWIFT

C
R
E
E
K SWIFT CREEKSWIFT CREEK
8'' SANSSSSSSFMFMFMFM
FM
FMFMFM
FM
FM
FM
F
M
FM FMFM
FM
FM
FM
FMFMFMF
M
FMFMFMFMFMS
S
SS
S
S
S
S
S06
START
S03
START
NEW B
E
T
H
E
L

C
H
U
R
C
H

R
O
A
D
(60' P
U
B
L
I
C

R
/
W
)
S
U
T
T
O
N

S
P
R
I
N
G
S

D
R
I
V
E
(
P
U
B
L
I
C

V
A
R
I
A
B
L
E

W
I
D
T
H

R
/
W
)
WETLANDSOAK PARK
SUBDIVISION
N/F
BOBBY C. &
MARGARET F. RAYNOR
PIN 1619-93-8515
DB 3882, PG 103
210,418 SF / 4.831 AC
PROPERTY OVERLAP
AS SHOWN ON
BM 1987, PG 2071
(0.084 AC.)
N/F
CHARLES N. & WALTER C. BRYAN
PIN 1619-93-4708
DB 7045, PG 101
1,523,173 SF / 34.967 AC
N/F
WALTER C. BRYAN
PIN 1619-84-9320
DB 1918, PG 00-E
723,922 SF / 16.619 AC
N/F
CHARLES N. BRYAN
PIN 1619-84-7756
DB 1918, PG 00-E
724,024 SF / 16.621 AC
MOBILE HILLS ESTATE
BM 1967 PG 122
OAK PARK
SUBDIVISION
PHASE 1
BM.2018, PG.135
N/F
BOBBY C. RAYNOR
PIN 1619-81-5817
DB 3313, PG 289
5,066,129 SF / 116.302 AC
WETLANDS
50' CONSERVATION
BUFFER
100 YEAR
FLOODPLAIN
WETLANDS
EXISTING
STRUCTURES
AND ROADS TO
BE REMOVED
EXISTING
STRUCTURES
AND ROADS TO
BE REMOVEDPROPERTY LINE TO BE REMOVEDPROPERTY L
INE
TO
BE
REMOVEDPROPERTY L
INE
TO
BE
REMOVED
P
R
O
P
E
R
T
Y

L
I
N
E

T
O

B
E

R
E
M
O
V
E
D
EX STORM PIPE AND
STRUCTURES TO BE
REMOVED AND
RE-ROUTED 28030028
2284
270272
260
270 28028
2282 290
280
2
6
0
23022
82522
5
2252
2
5
2
260
270260250232210210
240210
270260250
240242
230
220
LINE/CURVE
L35
L36
L38
L42
L37
L40
L41
LENGTH
519.370
769.270
1423.856
1795.847
1863.640
1353.452
442.395
BEARING
S15° 11' 26.25"W
S40° 02' 06.66"W
S60° 53' 13.81"W
S89° 32' 57.37"W
N58° 51' 55.07"E
N89° 32' 57.37"E
N89° 32' 57.37"E
OAK PARK
DEVELOPERS, LLC
PIN 1629-03-1947
DB 16781, PG 521
PROPERTY INFONUMBER
1
2
OAK PARK
DEVELOPERS, LLC
PIN 1629-03-0876
DB 16781, PG 521
3
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-9447
DB 16781, PG 521
4
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-9339
DB 16781, PG 521
5
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-8392
DB 16781, PG 521
6
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-8286
DB 16781, PG 521
7
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-8286
DB 16781, PG 521
8
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-8260
DB 16781, PG 521
9
OAK PARK
DEVELOPERS, LLC
PIN 1619-093-8144
DB 16781, PG 521
10
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-8038
DB 16781, PG 521
OAK PARK
DEVELOPERS, LLC
PIN 1619-93-8012
DB 16781, PG 521
PROPERTY INFONUMBER
11
12
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7996
DB 16781, PG 521
13
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7980
DB 16781, PG 521
14
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7864
DB 16781, PG 521
15
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7758
DB 16781, PG 521
16
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7731
DB 16781, PG 521
17
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7615
DB 16781, PG 521
18
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-7508
DB 16781, PG 521
19
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-6592
DB 16781, PG 521
22
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-6331
DB 16781, PG 521
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-6203
DB 16781, PG 521
PROPERTY INFONUMBER
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-5186
DB 16781, PG 521
23
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-5170
DB 16781, PG 521
24
OAK PARK
DEVELOPERS, LLC
PIN 1619-92-5054
DB 16781, PG 521
25
26
JOHN WILBERT
BURNETT
PIN 1619-85-4272
DB 6247, PG 129
PROPERTY INFONUMBER
108
109
110
111
112
113
114
115
116
117
PROPERTY INFONUMBER
118
119
120
121
122
123
124
125
128
129
PROPERTY INFONUMBER
130
131
132
133
134
135
136
193
194
195
PROPERTY INFONUMBER
196
197
198
199
200
REMBERT GLENN
MISHUE
PIN 1619-85-4143
DB 11157, PG 1519
MAURICE LEON
SMITH
PIN 1619-85-4073
DB 16744, PG 466
HIGHWAY 50
SOUTH, LLC
PIN 1619-84-4903
DB 9426, PG 1911
CROSSWINDS
DVLPMNT COMPANY
PIN 1619-84-1196
DB 4810, PG 808
HIGHWAY 50
SOUTH, LLC
PIN 1619-84-1076
DB 9426, PG 1911
DAVID MICHAEL
PULUSO
PIN 1619-83-1947
DB 15280, PG 231
211 INC
PIN 1619-73-8190
DB 8565, PG 362
GARCIA, ROLANDO
TOVAR ARMENTA,
MAGDA LUZ CORTEZ
PIN 1619-73-8070
DB 17176, PG 421
CROSSWINDS
DVLPMNT COMPANY
PIN 1619-72-8941
DB 4810, PG 808
PATRICIA ANN &
WILLIAM TAYLOR
PIN 1619-85-9341
DB 13227, PG 2353
MARGIE THOMPSON
KIRBY
PIN 1619-95-0361
DB 3054, PG 431
HIGHWAY 50
SOUTH, LLC
PIN 1619-95-1372
DB 9426, PG 1911
211 INC
PIN 1619-84-2216
DB 8565, PG 362
HIGHWAY 50
SOUTH, LLC
PIN 1619-73-49129
DB 9426, PG 1911
HIGHWAY 50
SOUTH, LLC
PIN 1619-85-8341
DB 9426, PG 1911
FELTON EUGINE
WATSON HEIRS
PIN 1619-84-4388
DB PG
RICHARD CALL
PIN 1619-84-3753
DB PG
RICHARD CALL
PIN 1619-84-3624
DB 14515, PG 504
211 INC
PIN 1619-84-2595
DB 8565, PG 362
HIGHWAY 50
SOUTH, LLC
PIN 1619-84-2475
DB 9426, PG 1911
HIGHWAY 50
SOUTH, LLC
PIN 1619-84-2355
DB 9426, PG 1911
DAVID MICHAEL
PULUSO
PIN 1619-83-1947
DB 15280, PG 231
WILLIAM &
ELIZABETH TYSOR
PIN 1619-83-0773
DB 2752, PG 460
HIGHWAY 50
SOUTH, LLC
PIN 1619-83-0538
DB 9426, PG 1911
JESSE RAY WOOD
PIN 1619-83-0408
DB 15429, PG 215
JAMES ROBERT
BRITT JR
PIN 1619-73-9379
DB 5345, PG 617
MARGARET A
REAVES
PIN 1619-73-9249
DB PG
GEORGY JEFFERY
PINTO
PIN 1619-72-8811
DB 8539, PG 2022
GEORGY JEFFERY
PINTO
PIN 1619-72-7791
DB 8539, PG 2022
GEORGY JEFFERY
PINTO
PIN 1619-72-7661
DB 8539, PG 2022
PATRICIA A GRAY
PIN 1619-85-4382
DB 2321, PG 400
FILIBERTO
HERNANDEZ-MARTINEZ
PIN 1619-85-6310
DB 15533, PG 2284
MARTHA ALICIA
HERNANDEZ-MARTINEZ
PIN 1619-85-7331
DB 15414, PG 1495
HIGHWAY 50
SOUTH, LLC
PIN 1619-95-2392
DB 11744, PG 1584
HERBERT &
GEORGINA SIMPSON
PIN 1619-95-5405
DB 16581, PG 2650
PROPERTY INFONUMBER
MATTHEW & ELLEN
SUTTON
PIN 1619-95-6027
DB 01643, PG 270
23SS
OAK PARK
DEVELOPERS, LLC
PIN 1619-94-6674
DB 16851, PG 2017
92SS
OS
LEGEND
PROPOSED BOUNDARY
CENTERLINE OF CREEK
WETLANDS
NEUSE RIPARIAN BUFFER
EXISTING CONTOUR
100 YEAR FLOODPLAIN
50' CONSERVATION BUFFER
0
SCALE 1"=200'
400'200'
1.BOUNDARY INFORMATION PROVIDED BY TIMMONS GROUP.
2.EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY WAKE
COUNTY GIS.
3.EXISTING NEUSE RIPARIAN BUFFER AND WETLAND DELINEATION
BY S&EC.
4.ADJACENT PROPERTY OWNERSHIP INFOMRATION TAKEN FROM
WAKE COUNTY GIS.
5.THE SUBJECT PROPERTIES LIE IN ZONE X IN ACCORDANCE WITH
FIRM MAP #3720161900J WITH AN EFFECTIVE DATE OF MAY 2,
2006.
NOTES
350
1" = 200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C1.0 EXISTING CONDITIONS
BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
T
A

D
R
OREGON TRLSWIFT

C
R
E
E
K
SWIFT CREEK
8'' SAN8'' SANNEW BETHE
L
CHURCH
ROAD
NCSR
2
7
0
3
6
0'
R/
W
SUTTON SPR
INGS
DR
DRY
DETENTION
POND 2
DRY
DETENTION
POND 1
DRY
DETENTION
POND 3
DRY
DETENTION
POND 4
ROAD

B ROAD DLECLAIRE CIRCLE55' R
O
W
,

2
9
'

B
/
B
ROAD

B
55' R
O
W
,

2
9
'

B
/
B
55' ROW, 29' B/BROAD

C
55' R
O
W
,

2
9
'

B
/
B 55' ROW, 29' B/BROAD

D
55' R
O
W
,

2
9
'

B
/
B
ROAD E55' ROW, 29' B/BLAPORTE PATH55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD G55' ROW, 29' B/BROAD H55' ROW, 29' B/BROAD F55' ROW, 29' B/BROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
55' R
O
W
,

2
9
'

B
/
B
ROAD B60' ROW, 32' B/BROAD B60' ROW, 32' B/BROAD J55' ROW, 29' B/BROAD K55' ROW, 29' B/BROAD L55' ROW, 29' B/BROAD

I
55' R
O
W
,

2
9
'

B
/
B
ROA
D

M
55' R
O
W
,

2
9
'

B
/
B
ROAD

A
60' R
O
W
,

3
2
'

B
/
B
ROAD A80' ROW
,
55
'
B
/BROAD O55' ROW, 29' B/BROAD P60' ROW, 32' B/BROAD P55' ROW, 29' B/BROAD Q55' ROW, 29' B/BROAD P55' ROW, 29' B/BROAD

P
55' R
O
W
,

2
9
'

B
/
B
ROAD

N
55' R
O
W
,

2
9
'

B
/
B
RO
A
D

N
5
5
'

ROW
,

2
9
'

B
/
B
OSR 4
OSC 21
OSC 17
OSC 9
OSC 4
OSC 2
OSC 6
OSC 5
OSC 1
OSC 12
OSC 13
OSR 6
OSC 25
OSC 23
OSC 19
OSC 20
OSR 2
OSR 7
OSC 22
OSC 16
OSR 8
OSC 18
OSR 1
OSC 24
OSC 8
OSC 10
OSC 11OSC 15
OSC 7
X
X
X381(A)
382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
440(A)
437(A)
438(A)
439(A)
441(A)
436(A)410(A)409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)534(A)
533(A)
544(A)
543(A)542(A)
541(A)
540(A)
539(A)
426(A)425(A)
424(A)
428(A)427(A)
429(A)
419(A)420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
471(A)
468(A)
469(A)
470(A)
467(A)
528(A)529(A)
530(A)531(A)
532(A)
527(A)
521(A)
520(A)519(A)
518(A)517(A)
516(A)
508(A)
507(A)506(A)
505(A)
510(A)
509(A)
479(A)478(A)483(A)482(A)
481(A)480(A)
476(A)
475(A)474(A)
473(A)472(A)
477(A)
489(A)488(A)
487(A)486(A)
485(A)484(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)432(A)
431(A)
430(A)
435(A)434(A)370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
493(A)492(A)
491(A)
490(A)
494(A)
526(A)
525(A)524(A)
523(A)522(A)
512(A)511(A)
515(A)
514(A)513(A)
499(A)
498(A)
497(A)
496(A)
495(A)
503(A)502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)
446(A)
451(A)
450(A)
449(A)
448(A)
447(A)
455(A)
453(A)
454(A)
456(A)
452(A)
460(A)
459(A)458(A)
457(A)
461(A)
466(A)
465(A)
464(A)
463(A)
462(A)
254(B)
272(B)
253(B)
262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)
293(B)
291(B)
275(B)
292(B)
274(B)
320(B)
312(B)305(B)
297(B)
319(B)
311(B)
304(B)
296(B)
318(B)
310(B)
303(B)
295(B)
317(B)
309(B)
302(B)
294(B)
316(B)
308(B)
301(B)
315(B)
300(B)
322(B)
314(B)
307(B)
299(B)
321(B)
313(B)
306(B)
298(B)
224(B)
208(B)
223(B)
207(B)
222(B)
206(B)205(B)
220(B)
204(B)
227(B)
219(B)
211(B)
203(B)
226(B)
218(B)
210(B)
233(B)
217(B)
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216(B)
200(B)
231(B)
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199(B)
230(B)
214(B)
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197(B)
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212(B)
40(B)
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59(B)
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63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
359(B)
243(B)
239(B)
240(B)
241(B)
242(B)
245(B)
264(B)263(B)
261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)
273(B)
271(B)
349(B)348(B)347(B)346(B)345(B)344(B)343(B)342(B)341(B)340(B)339(B)338(B)337(B)350(B)
351(B)
352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
279(B)
258(B)
329(B)
244(B)
336(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
323(B)324(B)325(B)326(B)327(B)328(B)
333(B)
330(B)331(B)332(B)
335(B)334(B)
252(B)
251(B)
250(B)
249(B)
248(B)
247(B)
246(B)
225(B)
209(B)
49(B)
357(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)32(B)33(B)34(B)35(B)
39(B)
51(B)
52(B)
55(B)54(B)53(B)
57(B)56(B)
29(B)
83(C)
238(C)
237(C)
236(C)
235(C)
187(C)
163(C)
234(C)
186(C)
162(C)
185(C)
169(C)
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168(C)
183(C)
167(C)
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182(C)
165(C)
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103(C)
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100(C)
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110(C)
89(C)
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75(C)
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78(C)
135(C)
143(C)
151(C)
136(C)
144(C)
152(C)
137(C)
145(C)
153(C)
130(C)
138(C)
146(C)
154(C)
131(C)
139(C)
147(C)
155(C)
132(C)
140(C)
148(C)
156(C)
133(C)
141(C)
149(C)
134(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
79(C)
161(C)
76(C)
90(C)
87(C)
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180(C)
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181(C)
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504(A)
221(B)
179(C)
1(B)
202(B)
201(B)
195(B)196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)
96(B)
111(B)
97(B)
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93(B)
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119(B)
127(B)
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126(B)
OSC 14
OSC 26
OSR 3
OSR 9
OSR 5
OSC 28
OSC 27
XX
XX XX
XXX XXXXXXXX
OSC 3XXX
XXXXXXX
25' PERIMETER
SETBACK
50'
NEUSE
RIPARIAN
BUFFER
ZONE 2
NEUSE
RIPARIAN
BUFFER
CONSERVATION
BUFFER
WETLANDS
WETLANDS
WETLANDS
35' PERIMETER
BUFFER
35' PERIMETER
BUFFER
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
EXISTING
PUMP
STATION
100 YR
FLOOD
PLAIN
PARALLEL
PARKING W/
VARIABLE WIDTH
ROW (TYP)
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
30' PUBLIC
GREENWAY
EASEMENT
60' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
ZONE 1
NEUSE
RIPARIAN
BUFFER
2 MARKED
GRAVES
MAIL KIOSK WITH
44+ PARKING SPOTS
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
30' CITY OF RALEIGH
PUBLIC UTILITY EASEMENT
DRY
DETENTION
POND 5
DRY
DETENTION
POND 6 MATCHLINE C2.3MATCHLINE C2.4MATCHLINE C2.2MATCHLINE C2.3MATCHLINE C2.1MATCHLINE C2.21" = 200'
1.TOTAL ACREAGE IN TRACT IS 189.34 ACRES.
2.REFER TO PLANNED RESIDENTIAL DEVELOPMENT MASTER PLAN FOR ALL
BUILDING REQUIREMENTS. ANY REQUIREMENTS NOT SPECIFICALLY
REFERRED TO IN THIS PRELIMINARY PLAN SHALL REVERT TO THE TOWN OF
GARNER UDO REQUIREMENTS.
3.ALL STREETS SHALL BE PUBLIC AND TURNED OVER TO THE TOWN OF
GARNER.
4.ROADS AND DRIVEWAYS SHALL COMPLY WITH NCDOT AND TOWN OF
GARNER STANDARDS.
5.NEW BETHEL CHURCH ROAD IMPROVEMENTS SHALL BE APPROVED BY
NCDOT AND CONSTRUCTED BY THE DEVELOPER.
6.AN ENCROACHMENT AGREEMENT WITH NCDOT WILL BE REQUIRED PRIOR
TO CONSTRUCTION ON NEW BETHEL CHURCH ROAD.
7.ONE CENTRAL MAIL KIOSK AREA SHALL BE PROPOSED FOR THE
NEIGHBORHOOD. THE MAIL KIOSK SHALL BE LOCATED AT THE
NEIGHBORHOOD RECREATION AMENITY AREA. THE PROPOSED KIOSK
SHALL BE COVERED, WELL-LIT AND SHALL BE ACCESSIBLE BY ALL
NEIGHBORHOOD RESIDENTS WITH CONVENIENT PARKING. APPROVAL OF
THE LOCATIONS FROM USPS SHALL BE OBTAINED PRIOR TO PRELIMINARY
SUBDIVISION PLAN APPROVAL. IF NEEDED, A TEMPORARY MAIL KIOSK WITH
PARKING MUST BE COMPLETED PRIOR TO THE FIRST CO.
8.THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS
FOR LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INITIAL
FEES CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION FEES
ARE REQUIRED TO BE PAID UP FRONT AT TIME OF INSTALLATION. LIGHTING
ALONG NEW BETHEL CHURCH ROAD WILL NEED TO BE IN ACCORDANCE TO
NCDOT STANDARDS.
9.CONTACT THE ENGINEERING DEPT. AT [phone] OR
[e-mail] TO SCHEDULE A PRECONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
10.ALL STREETS ENDING/BEGINNING AT A PHASE LINE WILL NEED TO PROVIDE
TEMPORARY TURNAROUNDS.
11.A LIGHTING PLAN FOR ALL OFF STREET PARKING AREAS AND THE AMENITY
CENTER WILL BE REQUIRED AT THE TIME OF SUBMITTAL FOR EACH PHASE.
12.IRON PIPES SHALL BE INSTALLED AT ALL PROPERTY CORNERS UNLESS
SHOWN OTHERWISE.
13.ALL DESIGN AND CONSTRUCTION METHODS SHALL COMPLY WITH WAKE
COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS. AN EROSION
CONTROL PLAN SHALL BE APPROVED BY WAKE COUNTY PRIOR TO ANY
GRADING.
14.ALL CONSTRUCTION SHALL CONFORM TO TOWN OF GARNER AND CITY OF
RALEIGH STANDARDS AND SPECIFICATIONS.
15.STREET NAMES SHALL BE APPROVED PRIOR TO LOT RECORDATION.
16.ALL STREETS WITHIN THE SUBDIVISION SHALL HAVE A POSTED SPEED LIMIT
OF 25 MPH.
17.404 APPROVALS WILL BE OBTAINED FOR ALL IMPACTED WETLANDS.
18.PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE INSTALLATION OF TREE
PROTECTION FENCING IS REQUIRED FOR LOTS ADJACENT TO NEUSE
RIPARIAN BUFFER.
19.SIGN PERMITS SHALL BE REQUIRED FOR ANY ENTRANCE SIGNAGE.
PERMITS SHALL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF
SIGNS. SIGNAGE SHALL BE RESTRICTED TO AN ON-SITE LOCATION.
20.THE WATER AND SEWER SYSTEMS SHALL COMPLY WITH CITY OF RALEIGH
STANDARDS.
21.CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE
TOWN OF GARNER AND CITY OF RALEIGH PRIOR TO CONSTRUCTION.
22.RESTRICTIVE COVENANTS SHALL BE APPROVED AND RECORDED PRIOR TO
RECORDING OF FINAL PLAT.
23.STORMWATER CONTROL MEASURES SHALL BE CONTAINED IN AND
ACCESSED VIA OPEN SPACE MAINTAINED AND OWNED BY THE
HOMEOWNER'S ASSOCIATION. A MAINTANCE PLAN SHALL BE DEVELOPED
TO ADDRESS THE STORMWATER CONTROL MEASURES.
24.PRIVATE STORM DRAINAGE EASEMENTS SHALL BE MAINTAINED BY THE
HOA.
25.FOLLOWING SITE PLAN APPROVAL, CONTACT ANDREW LAKE WITH WAKE
COUNTY ENVIRONMENTAL HEALTH DIVISION AT 919-796-8769 FOR REVIEW
AND APPROVAL OF THE SOIL EROSION AND SEDIMENTATION PLAN.
APPROVAL OF THE PLAN BY WAKE COUNTY IS CONTINGENT ON A LETTER
FROM THE TOWN STATING THAT THE REQUIRED TREE PROTECTION
FENCING HAS BEEN INSTALLED, INSPECTED, AND APPROVED BY THE
PLANNING DEPARTMENT. A CERTIFICATE OF COMPLIANCE FROM WAKE
COUNTY, FOR THIS PROJECT, IS REQUIRED BY THE TOWN OF GARNER
PRIOR TO RECEIVING A BUILDING PERMIT.
26.PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN
PERMIT PRIOR TO INSTALLATION. REVIEW AND APPROVAL PROCESS BY THE
PLANNING DEPARTMENT.
27.SUBDIVISION LOTS MUST BE LOTS OF RECORD PRIOR TO RECEIVING A
BUILDING PERMIT.
28.PRIOR TO RELEASE OF THE CERTIFICATE OF OCCUPANCY, THE
OWNER/BUILDER MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER,
OR AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE
LIGHTING IS INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED
PLANS, AND APPLICABLE CONDITIONS.
29.DURING THE ENTIRE PERIOD OF CONSTRUCTION ACTIVITY, ALL PROTECTED
TREES SHALL BE SURROUNDED AND PROTECTED BY AN ORANGE TENSAR
GEOGRID FENCING. TREE PROTECTION FENCING SHALL BE INSTALLED A
MINIMUM OF 10' FROM TRUNK OF ANY PROTECTED TREE OR DRIP LINE. ONE
SIGN SHALL BE PLACED EVERY 200' ALONG FENCING TO READ "TREE
PROTECTION AREA. DO NOT ENTER/ PARA PROTECCION DE LOS ARBOLES -
PROHIBITED ENTRAR".
30.BOUNDARY INFORMATION TAKEN FROM A SURVEY BY TIMMONS GROUP.
31.TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS.
32.EXISTING NEUSE RIPARIAN BUFFERS WETLAND DELINEATION BY S&EC.
GENERAL SITE NOTES
0
SCALE 1"=200'
400'200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C2.0 OVERALL SITE PLANUSPS NOTE
CLUSTER MAILBOXES TO BE LOCATED PERMANENTLY AT OPEN SPACE
RECREATIONAL 1. PROPOSED KIOSK LOCATION WILL BE APPROVED BY USPS
PRIOR TO PRELIMINARY SUBDIVISION APPROVAL. IF ADDITIONAL TEMPORARY
LOCATIONS ARE REQUIRED, APPROVAL OF LOCATIONS SHALL BE RECEIVED FROM
USPS.
AN ENLARGED DETAIL OF THE MAILBOX KIOSK AREA AND ASSOCIATED PARKING
IMPROVEMENTS SHALL BE REQUIRED ON THE SUBDIVISION CONSTRUCTION
DRAWINGS AND SHALL COMPLY WITH ALL THE STANDARDS REQUIRED BY THE
TOWN OF GARNER UNIFIED DEVELOPMENT ORDINANCES AND ADA STANDARDS.
IMPERVIOUS TABLE
IMPERVIOUS AREA IN TOWNHOME LOTS (1,450 SF PER LOT)261,000 SF
IMPERVIOUS AREA IN SINGLE FAMILY LOTS (4,250 SF PER LOT*)1,547,000 SF
ROADWAY IMPERVIOUS AREA 928,125 SF
PARKING/MAIL KIOSK IMPERVIOUS AREA 25,655 SF
AMENITY IMPERVIOUS AREA 18,582 SF
TOTAL SITE IMPERVIOUS AREA 2,780,362 SF (63.83 AC) 33.71%
*AVERAGE PER SINGLE FAMILY LOT
STREET TABLE
NAME TYPE LENGTH
LECLAIRE CIRCLE LOCAL 185 LF
LEPORTE PATH LOCAL 185 LF
ROAD A ENTRANCE COLLECTOR 665 LF
ROAD A COLLECTOR 840 LF
ROAD B LOCAL 1,315 LF
ROAD B COLLECTOR 3,235 LF
ROAD C LOCAL 1,040 LF
ROAD D LOCAL 1,725 LF
ROAD E LOCAL 770 LF
ROAD F LOCAL 1,445 LF
ROAD G LOCAL 565 LF
ROAD H LOCAL 615 LF
ROAD I LOCAL 860 LF
ROAD J LOCAL 720 LF
ROAD K LOCAL 720 LF
ROAD L LOCAL 505 LF
ROAD M LOCAL 510 LF
ROAD N LOCAL 960 LF
ROAD O LOCAL 515 LF
ROAD P LOCAL 1,480 LF
ROAD P COLLECTOR 760 LF
ROAD Q LOCAL 650 LF
TOTAL:20,625 LF
SINGLE FAMILY LOT DATA
PROPOSED NUMBER OF LOTS 364 UNITS
PRODUCT B LOTS 246 UNITS
MINIMUM ALLOWABLE LOT WIDTH 42 FEET
MINIMUM LOT WIDTH PROVIDED 42 FEET
MINIMUM ALLOWABLE LOT SIZE 4,830 SF
MINIMUM LOT SIZE PROVIDED 5,460 SF
PRODUCT C LOTS 118 UNITS
MINIMUM ALLOWABLE LOT WIDTH 48 FEET
MINIMUM LOT WIDTH PROVIDED 48 FEET
MINIMUM ALLOWABLE LOT SIZE 5,520 SF
MINIMUM LOT SIZE PROVIDED 6,163 SF
BUILDING SETBACKS
FRONT: 20'
REAR: 20'
SIDE: 5'
CORNER: 12'
TOWNHOME LOT DATA
PROPOSED NUMBER OF LOTS 180 UNITS
MINIMUM REQUIRED LOT WIDTH 22 FEET
MINIMUM LOT WIDTH PROVIDED 22 FEET
AVERAGE LOT SIZE PROVIDED 2472 SF
REQUIRED PARKING = 2 SPACES PER UNIT
1 SPACE PER 4 UNITS FOR GUEST = 45 SPACES
PROVIDED GUEST PARKING = 45 SPACES (26 PARALLEL PLUS 19 AT AMENITY)
BUILDING SETBACKS
FRONT: 20'
REAR: 20'
CORNER:10'
BUILDING SEPARATION: 20'
COMMON OPEN SPACE TABLE
RECREATIONAL OPEN SPACE TABLE
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
A HOMEOWNER'S ASSOCATION (HOA) WILL
OWN AND MAINTAIN ALL OPEN SPACE
PARCELS AND WILL BE RESPONSIBLE FOR
MAINTAINING ALL LANDSCAPING REQUIRED
BY THE GARNER UNIFIED DEVELOPMENT
ORDINANCE (UDO).
SITE DATA
SITE AREA 189.34 ACRES
DISTURBED AREA 135.26 ACRES
TOTAL LOTS ALLOWED 580 LOTS
TOTAL LOTS PROPOSED 544 LOTS
DENSITY ALLOWED 3.1 DUA
DENSITY PROPOSED 2.9 DUA
LF OF PUBLIC STREETS 20,625 LF
APPROXIMATE IMPERVIOUS AREA 3,534,272 SF
LF OF SIDEWALK 21,165 LF
LF 8" PVC SANITARY SEWER 22,000 LF
LF 6" DIP WATERMAIN 4,000 LF
LF 8" DIP WATERMAIN 16,000 LF
LF RCP STORM PIPE 26,500 LF
SEE SHEET C2.5 FOR ROAD SECTIONS, AND
TYPICAL LOT LAYOUT DETAILS
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
AMENITY AND MAIL KIOSK AREA REQUIRE
SEPARATE SITE PLAN AND APPROVAL.
SEE SHEET C2.6 FOR OPEN SPACE AREAS
BROKEN DOWN BY PHASE.
OREGON

T
R
L
FMFMFMFM
FM
FM
FM
FM
FM
F
M
F
MFM FMFMFMNEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DR30' CITY OF RALEIGHPUBLIC UTILITY EASEMENTROAD L
55' ROW, 29' B/B ROAD M55' ROW, 29' B/BROAD A80' ROW, 55' B/B
R
O
A
D

O
55
'

R
O
W
,

2
9
'

B
/
B
R
O
A
D

P
60'

R
O
W
,

3
2
'

B
/
BROAD P55' ROW
,
29
'
B
/B
ROAD Q
55' ROW
,

2
9'

B
/
B
ROAD P
55' ROW
,

2
9
'

B
/
B
ROAD P55' ROW, 29' B/BROAD N55' ROW, 29' B/B11'309'70'338'692'810'94'78'220'79'128'
9
6
'
9
2
'130'61
'
61'
61
'
61
'
61'
61
'130'12
2
'
61
'
61
'
61'
61
'
61
'
41'
21
'
5
1
'40'188'37'
41
'
37
'
47'
51'
46'
41'
15
0
'
24'24'22'24'35'20'12'49'15'49'1
2
'20'39'26'24'22'24'24'21'24'24'22'24'24'21'24'24'22'24'26'
3
9
'20'12'49'15'49'1
2
'20'
24'24'22'24'35'100'100'24'24'22'24'24'100'100'24'24'22'24'35'
24'24'22'24'35'100'100'24'24'22'24'24'100'100'60'52'45'51'51'53'46'22'43'101'
66
'
6
3
'
9
0
'
2
1
'63'155'44'
6
0
'27
'
3
8
'
47'
47'
27'
38'38'38'38'38'11'30'42'42'42'42'33'36
'
151'
7
3
'
3
3
'25'38'50'
42'
27'
25'38'
5
7
'36'15'40'101'380'20'13'27'228'33'57'31'24'9'
1
1
'158'20'42'130'71'59'42'42'52'52'42'42'42'42'42'42'42'41'
95'
9
5
'
70'
57'
42'
42'
42'
42'
42'
59'
70'
83'
28'65'77'68'49'42'42'42'42'42'42'42'42'42'135'15'27'19'
45'
47'
42'
42'
42'
42'
42'
54'
55'
44'2'48'42'42'42'42'
131'
96'24'24'22'24'22'35'100'
100'24'22'24'22'24'24'100'
100'24'22'24'22'24'24'113'99'24'24'22'24'35'100'100'24'24'22'24'24'100'100'24'24'22'24'24'98'100'24'22'24'22'24'24'100'
100'24'130'33'
18'
42'
42'
42'
42'
41'
42'
42'
42'
42'
42'
26'
27'44'113'37'
75
'
47'30'
12'
42'
42'
96'
42'
3'
39'117'33'111'4
2
'130'22'
20'
21'
21'
22'
20'
22'
20'
22'
20'130'130'42'
8'
34'
8'
34'
8'
34'130'130'130'130'130'130'130'130'145'40'124'130'130'130'130'130'130'130'130'130'37'130'126'130'32
'
10
5
'
39'46'61'61'61'13
0
'71'61'61'13
0
'
13
0
'130'107'180'149'152'133'130'1
52
'
1
9
0
'130'130'130'130'130'134'
130'
130'134'130'
130'
130'
130'
130'
130'
130'
130'
130'
130'130'130'130'131'6'9'
48'
23'
36'
61'
61'
61'
61
'
46
'
39'105'106'39'46'
61'
61
'
61
'
61'
33
'
28
'
56
'
4'35'120'55'64'41'130'131'71
'
61'
61
'
61
'
61'
65
'
5'
65
'
61
'
61
'
10
3
'
55
'
58'
14'41'66'69'1'130'57'49'130'
130'99'46'137'131'130'131'132'131'130'130'130'130'130'130'130'131'130'131'17
1
'
130'
130'
142'
131'
130'
130'
130'
130'
130'
130'
56'
74'130'
130'
130'
130'
130'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
101'
100'
100'
100'
100'
XXX
42'42'42'
47'
42'
42'
42'
42'
54'
54'
42'42'42'52'52'42'42'42'42'42'42'24'21'24'22'24'22'24'24'9'15'24'24'24'22'42'42'42'32'42'42'
38'
42'
42'
42'
24'
16'
42'
42'
3'
37'98'3'14'22'22'24'22'24'24'21'24'24'22'24'22'24'21'24'24'22'24'9'8'27'24'22'24'24'21'24'22'24'24'30'
OSC 4
OSC 2
OSC 6
OSC 5
OSC 1
OSR 1
OSC 8
OSC 7
83(C)
7,991 SF
100(C)
10,382 SF
101(C)
8,299 SF
102(C)
89(C)
9,172 SF
88(C)
8,670 SF
75(C)
7,966 SF
77(C)
7,939 SF
78(C)
7,939 SF
79(C)
7,939 SF
76(C)
7,939 SF
90(C)
8,443 SF
87(C)
8,218 SF
86(C)
7,991 SF
85(C)
7,991 SF
84(C)
7,991 SF
82(C)
9,167 SF
81(C)
7,939 SF
80(C)
7,939 SF
40(B)
8,904 SF
42(B)
6,056 SF
59(B)
5,460 SF60(B)
5,460 SF61(B)
5,460 SF62(B)
5,460 SF63(B)
5,460 SF
58(B)
7,922 SF
73(B)
5,423 SF
71(B)
5,454 SF
72(B)
5,466 SF
68(B)
7,796 SF
70(B)
5,460 SF69(B)
5,380 SF
43(B)
5,461 SF
44(B)
5,461 SF
45(B)
5,461 SF
46(B)
5,461 SF
47(B)
5,461 SF
48(B)
7,081 SF
50(B)
5,770 SF
67(B)
5,460 SF
66(B)
5,460 SF
65(B)
5,460 SF
64(B)
5,460 SF
74(B)
4,961 SF
16(B)
11,090 SF
15(B)
11,213 SF18(B)
6,281 SF
26(B)
9,422 SF
19(B)
5,460 SF20(B)
5,460 SF21(B)
5,460 SF22(B)
5,460 SF23(B)
5,460 SF24(B)
6,412 SF
17(B)
7,365 SF
25(B)
7,471 SF
7(B)
5,460 SF
14(B)
7,486 SF
6(B)
5,460 SF
13(B)
6,430 SF
5(B)
5,460 SF
12(B)
5,460 SF
4(B)
5,460 SF
11(B)
5,460 SF
3(B)
5,460 SF
10(B)
6,760 SF
2(B)
5,460 SF
9(B)
6,760 SF
8(B)
5,460 SF
41(B)
5,851 SF
49(B)
7,081 SF
27(B)
11,056 SF
36(B)
5,460 SF
28(B)
8,415 SF
37(B)
5,460 SF
30(B)
5,834 SF
38(B)
5,462 SF
31(B)
5,460 SF
32(B)
5,460 SF
33(B)
5,460 SF
34(B)
5,460 SF
35(B)
5,460 SF
39(B)
5,772 SF
51(B)
6,569 SF
52(B)
7,431 SF
55(B)
5,460 SF
54(B)
5,460 SF
53(B)
5,460 SF
57(B)
5,785 SF
56(B)
5,460 SF
29(B)
7,055 SF
508(A)
2,400 SF
507(A)
2,233 SF
506(A)
2,400 SF
505(A)
2,400 SF
510(A)
2,400 SF
509(A)
2,233 SF
511(A)
2,400 SF
471(A)
4,031 SF
468(A)
2,400 SF
469(A)
2,233 SF
470(A)
2,400 SF
467(A)
2,400 SF
479(A)
2,400 SF
478(A)
2,400 SF
483(A)
2,400 SF
482(A)
2,233 SF
481(A)
2,400 SF
480(A)
2,233 SF
476(A)
2,400 SF
475(A)
2,233 SF
474(A)
2,400 SF
473(A)
2,233 SF
472(A)
3,466 SF
477(A)
2,400 SF
489(A)
2,545 SF
488(A)
2,239 SF
487(A)
2,400 SF
486(A)
2,233 SF
485(A)
2,400 SF
484(A)
2,400 SF493(A)
2,400 SF
492(A)
2,233 SF
491(A)
2,400 SF
490(A)
3,479 SF
494(A)
2,400 SF
499(A)
2,400 SF
498(A)
2,400 SF
497(A)
2,233 SF
496(A)
2,400 SF
495(A)
2,400 SF
503(A)
2,400 SF
502(A)
2,233 SF
501(A)
2,400 SF
500(A)
2,400 SF
445(A)
2,400 SF
444(A)
2,233 SF
443(A)
2,400 SF
442(A)
4,031 SF446(A)
2,400 SF
451(A)
2,400 SF
450(A)
2,400 SF
449(A)
2,233 SF
448(A)
2,400 SF
447(A)
2,400 SF
455(A)
2,400 SF
453(A)
2,400 SF
454(A)
2,233 SF
456(A)
4,031 SF
452(A)
2,400 SF
460(A)
2,400 SF
459(A)
2,233 SF
458(A)
2,400 SF
457(A)
4,031 SF
461(A)
2,400 SF
466(A)
2,400 SF
465(A)
2,400 SF
464(A)
2,233 SF
463(A)
2,400 SF
462(A)
2,400 SF
504(A)
2,395 SFX
X
XX
XXXX X
X
1(B)
5,516 SF
12
'
9
2
'
2
3
'
8
1
'
98
'
11
0
'
105
'
33'
14'
65'
98(B)
7,930 SF
99(B)
12,172 SF
93(B)
7,930 SF
91(B)
7,930 SF
92(B)
7,930 SF
95(B)
9,096 SF
94(B)
7,930 SF
119(B)
7,930 SF
120(B)
7,930 SF
118(B)
9,096 SF
61'
OSC 3
XX
X
X
X
X
XX X
X
X
X
X X XX25' PER
I
M
E
T
E
R

S
E
T
B
A
C
K
25' PERIMETER SETBACK35' PERIMETER BUFFER35'

E
N
H
A
N
C
E
D

S
T
R
E
E
T
S
C
A
P
E
DRY
DETENTION
POND 2
DRY
DETENTION
POND 1
25'
P
E
R
I
M
E
T
E
R

S
E
T
B
A
C
K35' ENHANCED
STREETSCAPE25' PER
IMETER
SETBACK25' PERIMETER SETBACKHIGH VISIBILITY
CROSSWALK
WITH LED
PEDESTRIAN
SIGNAGE
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
2 MARKED
GRAVES WITH
FENCE
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
MATCHLINE C2.1
MATCHLINE C2.2
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C2.1 SITE PLAN SHEET 1 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
FMFMFM
30' CIT
Y

O
F

R
A
L
E
I
G
H
PUBLIC

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T
ROAD F
55' ROW, 29' B/B ROAD B60' ROW, 32' B/BROAD B
60' ROW, 32' B/B
ROAD B
60' ROW, 32' B/B
ROAD J
55' ROW, 29' B/B
ROAD K
55' ROW, 29' B/B
ROAD I55' ROW, 29' B/BROAD A60' ROW, 32' B/BROAD N55' ROW, 29' B/B27'
188'
27'358'
1
8
7
'1'60'61'61'61'46'39'105'51'51'51'2'46'
48'
53'
53'48'48'48'48'663'745'60'312'454'100'24'
22'
24'22'24'24'100'100'24'22'24'22'24'24'100'130'71'59'2'61'61'61'51'51'51'67'
67'
73'
74'67'67'67'67'67'26'24'22'24'24'21'24'24'22'24'24'21'24'24'22'24'26'39'20'12'49'49'12'20'39'100'100'100'100'20'39'105'
2
5
'22'14'25'165'
96'24'22'35'24'22'100'
100'24'24'22'24'24'100'
100'24'22'24'22'24'24'100'
100'24'24'22'24'24'100'
100'24'24'22'24'22'35'96'
207'
52'19'32'51'51'51'51'24'
3
9
'210'55'59'48'11'40'19'32'27'24'35'16'43'8'51'
24'24'22'24'22'35'179'59'11'80'12'20'2'35'22'24'22'24'24'21'24'24'22'24'22'24'21'24'24'22'24'22'26'
3
8
'19'12'50'17'47'1
2
'20'2'39'26'22'24'22'24'24'21'24'24'22'24'22'24'21'24'24'22'24'22'35'2'20'12'79'13'59'
24'24'22'24'22'35'100'100'24'22'24'22'24'24'100'100'24'24'22'24'22'35'100'100'24'24'22'24'22'35'100'100'24'22'24'22'24'24'100'100'61'61'61'61'61'61'21'60'87'3'61'61'66'3
9
'
87'
94'
5
5
'55'55'22'36'61'61'61'61'61'61'61'61'61'61'61'61'61'61'61'13
0
'
138'48'52'130'
130'
9
6
'
1
0
4
'104'75'61'61'61'61'61'61'61'61'130'
13
0
'61'61'130'
130'
13
0
'
130'
130'
13
0
'135'132'130'
13
0
'
161'
130'
13
0
'
132'
130'
13
0
'
130'
130'129'130'130'130'130'130'121'24'24'22'24'35'
27'49'27'136'39'40'35'24'22'24'24'21'24'22'24'22'24'24'21'24'24'22'24'24'21'24'24'22'24'26'39'2'20'12'47'15'50'12'19'3
8
'
26'24'22'24'24'21'24'24'22'24'24'21'24'24'22'24'24'21'24'24'22'24'35'18'
24'24'22'24'35'100'100'24'24'22'24'24'100'100'24'22'24'22'24'24'100'100'24'24'22'24'35'100'100'24'24'22'24'35'100'100'24'24'22'24'24'100'100'24'24'22'24'24'100'100'1
3
0
'
1
3
0
'
13
0
'
61
'
46'
39'
130'
130'
130'
130'
130'
130
'130'130'130'130'130'125'39'46
'
61'
61'69'1'61'61'61'61'61'61'61'61'56'20'
6'49'27'
166'39'26'61'61'43'17'58'58'46'13'61'105'42'130'
71
'
61'
61'
9'39'25'58'5'58'164'
122'130'130'147'48'13'61'8'53'14'47'14'61'0'130'130'130'
0'130'130'130'
131'61'57'130'
142'
130'
159
'
130'
130'
17
6
'
100'
100'
100'
100'
100'
100'
100'
100'100'100'100'100'100'100'100'100'100'100'100'100'100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'100'124'
124'
90'24'24'22'24'22'24'21'24'24'22'24'22'24'444'22'22'24'22'24'24'21'24'24'22'24'24'10'11'24'22'24'24'24'21'24'24'22'24'24'21'24'22'14'22'22'24'OSC 17
OSC 9
OSC 12
OSC 13
OSR 2
OSC 16
OSR 8
OSC 18
OSC 8
OSC 10
OSC 11
OSC 15
238(C)
7,930 SF
237(C)
7,930 SF
236(C)
7,930 SF
235(C)
7,930 SF
234(C)
9,096 SF
103(C)
10,500 SF
104(C)
9,485 SF
105(C)
8,448 SF
106(C)
7,930 SF
107(C)
7,930 SF
108(C)
7,930 SF
101(C)
8,299 SF
109(C)
7,930 SF
102(C)
7,930 SF
110(C)
9,649 SF
135(C)
7,930 SF
136(C)
7,930 SF
137(C)
7,930 SF
130(C)
9,867 SF
138(C)
7,930 SF
131(C)
11,096 SF
139(C)
7,930 SF
132(C)
11,101 SF
140(C)
7,930 SF
133(C)
8,694 SF
141(C)
7,930 SF
134(C)
7,930 SF
224(B)
7,427 SF
223(B)
7,434 SF
222(B)
7,440 SF
227(B)
8,152 SF
226(B)
7,427 SF
233(B)
6,630 SF
232(B)
6,630 SF
231(B)
6,630 SF
230(B)
7,410 SF229(B)
7,276 SF
228(B)
7,973 SF
243(B)
6,626 SF
239(B)
6,630 SF
240(B)
6,630 SF
241(B)
6,630 SF
242(B)
6,630 SF244(B)
6,423 SF
225(B)
7,427 SF
538(A)
2,400 SF
537(A)
2,233 SF
536(A)
2,400 SF
535(A)
2,233 SF
534(A)
2,400 SF
533(A)
2,400 SF
544(A)
2,400 SF
543(A)
2,233 SF
542(A)
2,400 SF
541(A)
2,233 SF
540(A)
2,400 SF
539(A)
2,400 SF
528(A)
2,400 SF
529(A)
2,233 SF
530(A)
2,400 SF
531(A)
2,233 SF
532(A)
3,466 SF
527(A)
2,400 SF
521(A)
2,400 SF
520(A)
2,233 SF
519(A)
2,400 SF
518(A)
2,233 SF
517(A)
2,400 SF
516(A)
2,400 SF
510(A)
2,400 SF
509(A)
2,233 SF
526(A)
2,400 SF
525(A)
2,400 SF
524(A)
2,233 SF
523(A)
2,400 SF
522(A)
2,400 SF
512(A)
2,400 SF
511(A)
2,400 SF
515(A)
2,400 SF
514(A)
2,400 SF
513(A)
2,233 SF
381(A)
2,400 SF
382(A)
2,233 SF
383(A)
2,400 SF
384(A)
4,002 SF
380(A)
2,400 SF
388(A)
2,400 SF
387(A)
2,233 SF
386(A)
2,400 SF
385(A)
4,060 SF
389(A)
2,400 SF
440(A)
2,233 SF
437(A)
2,400 SF
438(A)
2,233 SF
439(A)
2,400 SF
441(A)
3,483 SF
436(A)
2,400 SF
410(A)
2,400 SF
409(A)
2,233 SF
408(A)
2,400 SF
407(A)
2,233 SF
406(A)
3,483 SF
411(A)
2,400 SF
426(A)
2,400 SF
425(A)
2,233 SF
424(A)
4,060 SF
428(A)
2,400 SF
427(A)
2,233 SF
429(A)
2,400 SF
419(A)
2,400 SF
420(A)
2,233 SF
421(A)
2,400 SF
422(A)
2,233 SF
423(A)
4,002 SF
418(A)
2,400 SF
400(A)
2,400 SF
399(A)
2,233 SF
398(A)
2,400 SF
397(A)
2,233 SF
396(A)
2,400 SF
395(A)
2,400 SF
474(A)
2,400 SF
473(A)
2,233 SF
472(A)
3,466 SF
377(A)
2,233 SF
376(A)
2,400 SF
375(A)
2,400 SF
379(A)
2,400 SF
378(A)
2,400 SF
394(A)
2,400 SF
393(A)
2,400 SF
392(A)
2,233 SF
391(A)
2,400 SF
390(A)
2,400 SF
417(A)
2,400 SF
416(A)
2,233 SF
415(A)
2,400 SF
414(A)
2,233 SF
413(A)
2,400 SF
412(A)
2,400 SF
433(A)
2,400 SF
432(A)
2,233 SF
431(A)
2,400 SF
430(A)
2,400 SF
435(A)
2,400 SF
434(A)
2,233 SF
370(A)
2,400 SF
374(A)
2,400 SF
373(A)
2,400 SF
372(A)
2,233 SF
371(A)
2,400 SF
368(A)
2,400 SF
367(A)
2,233 SF
366(A)
2,400 SF
365(A)
3,483 SF
369(A)
2,400 SF
404(A)
2,400 SF
402(A)
2,400 SF
403(A)
2,233 SF
405(A)
3,483 SF
401(A)
2,400 SF
445(A)
2,400 SF
444(A)
2,233 SF
443(A)
2,400 SF
442(A)
4,031 SF446(A)
2,400 SF
451(A)
2,400 SF
450(A)
2,400 SF
449(A)
2,233 SF
448(A)
2,400 SF
447(A)
2,400 SF
455(A)
2,400 SF
453(A)
2,400 SF
454(A)
2,233 SF
456(A)
4,031 SF
452(A)
2,400 SF
96(B)
9,096 SF
111(B)
7,930 SF
97(B)
7,930 SF
112(B)
7,930 SF
98(B)
7,930 SF
113(B)
8,237 SF
99(B)
12,172 SF
114(B)
9,382 SF
115(B)
10,777 SF
116(B)
11,610 SF
117(B)
11,257 SF
127(B)
9,267 SF
120(B)
7,930 SF
128(B)
7,930 SF
121(B)
7,930 SF
129(B)
7,930 SF
122(B)
7,930 SF
123(B)
7,930 SF
124(B)
7,930 SF
125(B)
7,930 SF
126(B)
8,934 SF
OSC 14
OSC 26
OSR 3
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
XXXXX
X
X X X X
X
X25' PERIMETER BUFFER35' PERIMETER BUFFERDRY
DETENTION
POND 4
DRY
DETENTION
POND 3 25' PERIMETER SETBACKZONE 1 NEUSE
RIPARIAN
MAIL KIOSK WITH
44+ PARKING SPOTS
AMENITY
CENTER
WETLANDS
PARALLEL PARKING W/
VARIABLE WIDTH ROW (TYP)
MATCHLINE C2.2
MATCHLINE C2.3
MATCHLINE C2.1
MATCHLINE C2.2
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C2.2 SITE PLAN SHEET 2 OF 41"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
30' CITY OF RALEIGHPUBLIC UTILITY EASEMENTLECLAIRE CIRCLE
55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD E
55' ROW, 29' B/B
LAPORTE PATH
55' ROW, 29' B/B
ROAD D
55' ROW, 29' B/B
ROAD G
55' ROW, 29' B/B
ROAD H
55' ROW, 29' B/B
ROAD B60' ROW, 32' B/BROAD B60' ROW, 32' B/BROAD B55' ROW, 29' B/B48'48'48'48'130'60'51'51'10'55'16'51'51'51'105'39'29'6'46'
46'46'46'46'43'19'66'51'51'51'51'41'9'1047'55'300'55'248'939'67'67'130'
130'51'51'38'51'51'51'80'
17'
82'81'82'94'66'41'51'51'51'12'2
2
'130'130'42'42'42'42'42'42'42'42'42'52'130'130'3
9
'
27'42'42'42'42'42'42'42'42'42'24'39'210'3
9
'
24'42'42'42'42'42'42'42'42'42'27'39'105'105'130'130'42'42'42'42'42'42'42'42'42'42'46'130'130'24'42'42'42'42'42'42'42'42'42'42'54'46'11'92'79'35'3
5
'
30'42'42'42'42'42'42'42'42'42'24'39'210'3
9
'52'52'52'24'3
9
'
210'39'24'42'42'42'42'12'30'22'20'32'10'42'130'130'109'210'39'24'59'59'59'59'59'59'59'68'
4
3
'
55'59'48'11'40'19'32'27'24'35'16'43'8'51'130'130'
28'50'55'39'39'
105'70'130'80'70'70'80'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'24'42'42'42'42'42'42'42'42'42'42'42'42'42'42'48'
3
9
'105'7'142'43'7'35'42'42'42'42'42'42'42'42'42'42'42'42'24'
3
9
'210'39'130'130'42'42'42'42'42'42'42'42'42'42'42'42'42'42'74'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'130'120'130'130'130'130'130'130'130'130'
130'
130'105'8'151
'105'105'3
9
'
27'42'42'42'42'42'42'42'27'39'52'9'33'18'24'27'15'36'6'42'3'39'12'30'52'130'130'123'130'130'130'130'130'130'130'130'130'130'130'61'61'61'61'61'61'61'61'61'61'61'61'61'61'61'46'3
9
'
52'61'61'61'61'61'61'61'61'61'61'61'61'61'61'61'71'130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'130'130'
130'
130'130'130'130'130'130'130'139'
13
0
'
130'
130'
130'
130'
130'
130'
130'
130'
134'
1
4
2
'130'
130'
130'
130'
130'
65'65'130'136'53'25'55'70'55'27'
OSR 4
OSC 21
OSC 23
OSC 19
OSC 20
OSR 7
OSC 22
OSR 8
OSC 24
143(C)
7,930 SF
151(C)
7,930 SF
144(C)
7,930 SF
152(C)
7,930 SF
145(C)
7,930 SF
153(C)
7,930 SF
146(C)
7,930 SF
154(C)
7,930 SF
147(C)
7,930 SF
155(C)
7,930 SF
148(C)
7,930 SF
156(C)
9,096 SF
141(C)
7,930 SF
149(C)
7,930 SF
142(C)
7,930 SF
150(C)
7,930 SF
159(C)
9,101 SF
160(C)
10,266 SF
157(C)
10,266 SF
158(C)
9,101 SF
254(B)
5,460 SF
272(B)
5,460 SF
253(B)
5,460 SF262(B)
5,460 SF
283(B)
6,626 SF
284(B)
6,626 SF
282(B)
5,460 SF
285(B)
5,460 SF
281(B)
5,460 SF
286(B)
5,460 SF
280(B)
5,460 SF
287(B)
5,460 SF
276(B)
5,460 SF
288(B)
5,460 SF
278(B)
5,460 SF
289(B)
5,460 SF
277(B)
5,460 SF
290(B)
5,460 SF
293(B)
5,460 SF
291(B)
5,460 SF
275(B)
5,460 SF
292(B)
5,460 SF
274(B)
5,460 SF
320(B)
5,460 SF312(B)
5,460 SF
305(B)
5,460 SF
297(B)
5,460 SF
319(B)
5,460 SF311(B)
5,460 SF
304(B)
5,460 SF
296(B)
5,460 SF
318(B)
5,460 SF310(B)
5,460 SF
303(B)
5,460 SF
295(B)
5,460 SF
317(B)
5,460 SF309(B)
5,460 SF
302(B)
5,460 SF
294(B)
5,460 SF
316(B)
5,460 SF308(B)
9,421 SF
301(B)
5,460 SF
315(B)
5,460 SF
300(B)
5,460 SF
322(B)
5,460 SF314(B)
5,460 SF
307(B)
5,296 SF
299(B)
5,460 SF
321(B)
5,460 SF313(B)
5,460 SF
306(B)
5,460 SF
298(B)
5,460 SF
208(B)
10,230 SF
223(B)
7,434 SF
207(B)
8,580 SF
222(B)
7,440 SF
206(B)
6,630 SF
205(B)
6,630 SF
220(B)
6,630 SF
204(B)
6,630 SF
219(B)
6,732 SF
211(B)
8,510 SF
203(B)
6,630 SF
218(B)
7,848 SF
210(B)
8,510 SF
217(B)
6,630 SF
216(B)
6,630 SF
215(B)
6,630 SF
214(B)
8,004 SF
213(B)
8,511 SF
212(B)
8,247 SF
359(B)
6,538 SF
245(B)
10,401 SF
264(B)
8,720 SF
263(B)
8,504 SF
261(B)
5,460 SF
265(B)
5,460 SF
260(B)
5,460 SF
266(B)
5,460 SF
259(B)
5,460 SF
267(B)
5,460 SF
255(B)
5,460 SF
268(B)
5,460 SF
257(B)
5,460 SF
269(B)
5,460 SF
256(B)
5,460 SF
270(B)
5,460 SF
273(B)
5,460 SF
271(B)
5,460 SF
349(B)
5,460 SF
348(B)
5,460 SF
347(B)
5,460 SF
346(B)
5,460 SF
350(B)
6,626 SF
351(B)
5,460 SF
352(B)
5,460 SF
360(B)
6,630 SF
353(B)
5,460 SF
361(B)
6,630 SF
354(B)
5,460 SF
362(B)
6,630 SF
355(B)
5,460 SF
363(B)
6,630 SF
356(B)
5,460 SF
364(B)
7,796 SF
358(B)
6,626 SF
279(B)
5,460 SF
258(B)
5,460 SF
323(B)
6,760 SF
324(B)
6,760 SF
325(B)
6,760 SF
252(B)
7,670 SF
251(B)
7,670 SF
250(B)
7,670 SF
249(B)
7,670 SF
248(B)
7,670 SF
247(B)
7,670 SF
246(B)
7,670 SF
209(B)
8,388 SF
357(B)
5,460 SF
221(B)
7,434 SF
202(B)
6,237 SF
98'17'17
'
OSR 9
XXXXXX
X
X
X XXXXXXX
X
XXDRY
DETENTION
POND 5
25' PERIMETER SETBACK25' PERIMETER SETBACKZONE 2
NEUSE
RIPARIAN
BUFFER
100 YR
FLOOD
PLAIN
ZONE 1 NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN BUFFER
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
MATCHLINE C2.3
MATCHLINE C2.4
MATCHLINE C2.2
MATCHLINE C2.3
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C2.3 SITE PLAN SHEET 3 OF 41"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
SWIFT CREEKSWIFT CREEKFM60'
C
I
T
Y

O
F

R
A
L
E
I
G
H
PU
B
L
I
C

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T 30'
C
ITY
OF
RALE
IGHPUBLIC
UT
IL
ITY
EASEMENT30' CITY OF RALEIGHPUBLIC UTILITY EASEMENTROAD BROAD D
LECLAIRE CIRCLE
55' ROW, 29' B/BROAD B55' ROW, 29' B/B55' ROW, 29' B/B
ROAD C55' ROW, 29' B/B55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD B55' ROW, 29' B/B55'6'46'46'
4
6
'
4
6
'
46'
43'8'105'
3
9
'46'61'61'66'66'71'23'33'59'65'52'52'1'75'61'61'61'61'61'61'61'61'9'2
6
1
'
10'52'61'51'51'36'
3
9
'105'51'61'55'1151'123'172'93'
45'120'102'208'
125'
20
7
'
1
5
4
'139'243'110'116'198'
20
5
'248'106'4'61'33'
18'51'61'61'61'65'86'1'73'8
5
'109'61'61'61'61'61'61'61'61'36'52'52'52'52'52'52'52'52'52'52'42'42'42'42'42'42'42'42'42'52'49'43'1
4
6
'
8'105'39'121'61'16'36'6'46'6'46'6'42'4'38'14'28'24'18'34'8'42'2'40'12'30'22'20'130'
130'39'
105'130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'8'151
'
41'11'51'51'51'51'36'39'105'123'130'130'130'130'130'130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
130'
1
5
3
'
130'
130'
130'
130'
130'130'130'
130'130'131'
130'130'147'
130'130'165'
130'
118'
130'
27'70'76'61'61'61'61'61'130'61'61'OSR 6
OSC 25
OSC 22
187(C)
9,096 SF
163(C)
7,930 SF
186(C)
7,930 SF
162(C)
7,930 SF
185(C)
7,930 SF
169(C)
7,930 SF
184(C)
8,583 SF
168(C)
7,930 SF
183(C)
9,192 SF
167(C)
7,930 SF
166(C)
7,930 SF
182(C)
11,074 SF
165(C)
7,930 SF
164(C)
7,930 SF
10,266 SF
161(C)
9,096 SF
200(B)
7,930 SF
199(B)
6,630 SF
198(B)
6,630 SF
197(B)
7,796 SF
359(B)
6,538 SF
347(B)
5,460 SF
346(B)
5,460 SF
345(B)
5,460 SF
344(B)
5,460 SF
343(B)
5,460 SF
342(B)
5,460 SF
341(B)
5,460 SF
340(B)
5,460 SF
339(B)
5,460 SF
338(B)
6,760 SF
337(B)
6,760 SF
360(B)
6,630 SF
361(B)
6,630 SF
362(B)
6,630 SF
363(B)
6,630 SF
364(B)
7,796 SF
329(B)
6,760 SF
336(B)
5,329 SF
325(B)
6,760 SF
326(B)
6,760 SF
327(B)
6,760 SF
328(B)
6,760 SF
333(B)
6,760 SF
330(B)
6,760 SF
331(B)
6,760 SF
332(B)
6,760 SF
335(B)
7,796 SF
334(B)
6,760 SF
178(C)
15,645 SF
170(C)
7,930 SF
171(C)
7,930 SF
172(C)
7,930 SF
173(C)
7,930 SF
174(C)
7,930 SF
175(C)
7,930 SF
176(C)
7,930 SF
177(C)
9,880 SF
181(C)
12,772 SF
180(C)
12,353 SF
179(C)
12,467 SF
201(B)
7,012 SF
8'75'
80'
80
'
8
0
'80'80'10'55'61'51'61'61'61'61'61'61'61'61'46'39'105'27'
130'
130'61'2'59'71'73'68'8
5
'
8
1
'
81'130'1
5
3
'106'71'98'106'25'
39
'
130'130'130'130'
130'130'195(B)
7,930 SF
196(B)
6,630 SF
194(B)
8,123 SF
190(B)
8,163 SF
192(B)
8,163 SF
189(B)
8,163 SF
191(B)
8,163 SF
188(B)
8,640 SF
193(B)
8,163 SF17'17
'
OSR 5
OSC 28
OSC 27
XXXX X
X
XXXX
X
X 5'40'25' PERIMETER SETBACK25' PERIMETER
SETBACK
CONSERVATION
BUFFER
WETLANDS
30' PUBLIC
GREENWAY
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
MATCHLINE C2.3
MATCHLINE C2.4
20' PUBLIC ACCESS &
MAINTENANCE EASEMENT
DRY
DETENTION
POND 6
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C2.4 SITE PLAN SHEET 4 OF 41"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
20' FRONT
SETBACK
20' REAR
SETBACK
TOWNHOUSE
FOOTPRINT &
UNIT COUNT
VARIES
A MIN 22' WIDE TOWNHOMES
NTS B MIN. 42'x115' SINGLE FAMILY LOTS
NTS C MIN. 48'x115' SINGLE FAMILY LOTS
NTS
HOUSE
FOOTPRINT
VARIES
HOUSE
FOOTPRINT
VARIES
20' REAR
SETBACK
20' REAR
SETBACK
20' FRONT
SETBACK
20' FRONT
SETBACK
5' SIDE
SETBACK
5' SIDE
SETBACK
5' SHARED
ACCESS &
MAINTENANCE
EASEMENT
5' SHARED
ACCESS &
MAINTENANCE
EASEMENT
20' BUILDING
SEPARATION
NA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020C2.5 SITE DETAILSROAD SECTIONS (NTS)
60' R/W
CL
55' B/B
80' R/W
1'5'
SIDEWALK
CL
30" CURB & GUTTER
COLLECTOR STREET SECTION
ROAD A ENTRANCE SECTION
49' B/B 5'5'
SIDEWALK
5'5'
SIDEWALK
CL
30" CURB & GUTTER
NEW BETHEL CHURCH ROAD SECTION
55' R/W
29' B/B 13'
CL
LOCAL STREET SECTION
5'5'
SIDEWALK
3'
32' B/B5'5'
SIDEWALK
4'5'5'
SIDEWALK
4'
74' R/W
3'3'
30" CURB & GUTTER
30" CURB & GUTTER
5'1'5'
SIDEWALK5'
16'
TO
FOC
14'
MEDIAN
FOC-FOC
12'
LANE
TO
FOC
12'
LANE
TO
FOC
BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
T
A

D
R
OREGON TRLSWIFT

C
R
E
E
K
SWIFT CREEK
8'' SAN8'' SANNEW BETHE
L
CHURCH
ROAD
NCSR
2
7
0
3
6
0'
R/
W
SUTTON SPR
INGS
DR
ROAD

B ROAD DLECLAIRE CIRCLE55' R
O
W
,

2
9
'

B
/
B
ROAD

B
55' R
O
W
,

2
9
'

B
/
B
55' ROW, 29' B/BROAD

C
55' R
O
W
,

2
9
'

B
/
B 55' ROW, 29' B/BROAD

D
55' R
O
W
,

2
9
'

B
/
B
ROAD E55' ROW, 29' B/BLAPORTE PATH55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD G55' ROW, 29' B/BROAD H55' ROW, 29' B/BROAD F55' ROW, 29' B/BROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
60' R
O
W
,

3
2
'

B
/
B
ROAD

B
55' R
O
W
,

2
9
'

B
/
B
ROAD B60' ROW, 32' B/BROAD B60' ROW, 32' B/BROAD J55' ROW, 29' B/BROAD K55' ROW, 29' B/BROAD L55' ROW, 29' B/BROAD

I
55' R
O
W
,

2
9
'

B
/
B
ROAD

M
55' R
O
W
,

2
9
'

B
/
B
ROAD

A
60' R
O
W
,

3
2
'

B
/
B
ROAD A80' ROW
,
55
'
B
/BROAD O55' ROW, 29' B/BROAD P60' ROW, 32' B/BROAD P55' ROW, 29' B/BROAD Q55' ROW, 29' B/BROAD P55' ROW, 29' B/BROAD

P
55' R
O
W
,

2
9
'

B
/
B
ROAD

N
55' R
O
W
,

2
9
'

B
/
B
RO
A
D

N
5
5
'

ROW
,

2
9
'

B
/
B
OSR 4
OSC 21
OSC 17
OSC 9
OSC 4
OSC 2
OSC 6
OSC 5
OSC 1
OSC 12
OSC 13
OSR 6
OSC 25
OSC 23
OSC 19
OSC 20
OSR 2
OSR 7
OSC 22
OSC 16
OSR 8
OSC 18
OSR 1
OSC 24
OSC 8
OSC 10
OSC 11OSC 15
OSC 7
X
X
X381(A)
382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
440(A)
437(A)
438(A)
439(A)
441(A)
436(A)410(A)409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)534(A)
533(A)
544(A)
543(A)542(A)
541(A)
540(A)
539(A)
426(A)425(A)
424(A)
428(A)427(A)
429(A)
419(A)420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
471(A)
468(A)
469(A)
470(A)
467(A)
528(A)529(A)
530(A)531(A)
532(A)
527(A)
521(A)
520(A)519(A)
518(A)517(A)
516(A)
508(A)
507(A)506(A)
505(A)
510(A)
509(A)
479(A)478(A)483(A)482(A)
481(A)480(A)
476(A)
475(A)474(A)
473(A)472(A)
477(A)
489(A)488(A)
487(A)486(A)
485(A)484(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)432(A)
431(A)
430(A)
435(A)434(A)370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
493(A)492(A)
491(A)
490(A)
494(A)
526(A)
525(A)524(A)
523(A)522(A)
512(A)511(A)
515(A)
514(A)513(A)
499(A)
498(A)
497(A)
496(A)
495(A)
503(A)502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)
446(A)
451(A)
450(A)
449(A)
448(A)
447(A)
455(A)
453(A)
454(A)
456(A)
452(A)
460(A)
459(A)458(A)
457(A)
461(A)
466(A)
465(A)
464(A)
463(A)
462(A)
254(B)
272(B)
253(B)
262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)
293(B)
291(B)
275(B)
292(B)
274(B)
320(B)
312(B)305(B)
297(B)
319(B)
311(B)
304(B)
296(B)
318(B)
310(B)
303(B)
295(B)
317(B)
309(B)
302(B)
294(B)
316(B)
308(B)
301(B)
315(B)
300(B)
322(B)
314(B)
307(B)
299(B)
321(B)
313(B)
306(B)
298(B)
224(B)
208(B)
223(B)
207(B)
222(B)
206(B)205(B)
220(B)
204(B)
227(B)
219(B)
211(B)
203(B)
226(B)
218(B)
210(B)
233(B)
217(B)
232(B)
216(B)
200(B)
231(B)
215(B)
199(B)
230(B)
214(B)
198(B)
229(B)
213(B)
197(B)
228(B)
212(B)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
359(B)
243(B)
239(B)
240(B)
241(B)
242(B)
245(B)
264(B)263(B)
261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)
273(B)
271(B)
349(B)348(B)347(B)346(B)345(B)344(B)343(B)342(B)341(B)340(B)339(B)338(B)337(B)350(B)
351(B)
352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
279(B)
258(B)
329(B)
244(B)
336(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
323(B)324(B)325(B)326(B)327(B)328(B)
333(B)
330(B)331(B)332(B)
335(B)334(B)
252(B)
251(B)
250(B)
249(B)
248(B)
247(B)
246(B)
225(B)
209(B)
49(B)
357(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)32(B)33(B)34(B)35(B)
39(B)
51(B)
52(B)
55(B)54(B)53(B)
57(B)56(B)
29(B)
83(C)
238(C)
237(C)
236(C)
235(C)
187(C)
163(C)
234(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
89(C)
88(C)
75(C)
77(C)
78(C)
135(C)
143(C)
151(C)
136(C)
144(C)
152(C)
137(C)
145(C)
153(C)
130(C)
138(C)
146(C)
154(C)
131(C)
139(C)
147(C)
155(C)
132(C)
140(C)
148(C)
156(C)
133(C)
141(C)
149(C)
134(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
79(C)
161(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
504(A)
221(B)
179(C)
1(B)
202(B)
201(B)
195(B)196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
OSC 14
OSC 26
OSR 3
OSR 9
OSR 5
OSC 28
OSC 27
XX
XX XX
XXX XXXXXXXX
OSC 3XXX
XXXXXXX
PHASE 1C
PHASE 1BPHASE 2B
PHASE 2A
PHASE 1C
PHASE 1B
PHASE 1A
PHASE 2A
PHASE 2B
PHASE 3A
PHASE 2B
PHASE 2A PHASE 1B
1" = 200'
0
SCALE 1"=200'
400'200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C2.6 PHASE PLANALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
X
X
XXX
XX XX
XXX XXXXXXXX
XXXXXXXXXXZONE 'AE
'ZONE 'X
'
X
X
X
X
X
X
X
X
X
X GWGGGWWWDSSSSSSX
BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
T
A

D
R
OREGON TRLSWIFT

C
R
E
E
K
SWIFT CREEK
8'' SAN8'' SANSSSSSSSSFMFMFM
FM
FM
FMFMFM
FM
FM
FM
F
M
FM FMFM
FM
FM
FM
FMFMFMFMFMFMFMS
S
S
S
SS
S
S
S
S
8''W
8''W
8''W
8''W
8''W
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'W
8''W
8''W
8''W8'
'W
6'
'W
6''
W
6''W
8''W8''W8''W8''W8''W8''W
6''W6''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W8''W8''W
8''W
8''W
6''W6''W6''W8''W
8''W
8''W 8''W8''W
8''W
6''W
6''W
8''W
8''W8
'
'W8''WNEW
B
E
T
H
E
L
C
H
U
R
C
H
R
O
A
D
SUTTON SPR
INGS
DR
25' PERIMETER
SETBACK
ZONE 2
NEUSE
RIPARIAN
BUFFER
CONSERVATION
BUFFER
WETLANDS
WETLANDS
WETLANDS
35' PERIMETER
BUFFER
35' PERIMETER
BUFFER
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
EXISTING
PUMP
STATION
100 YR
FLOOD
PLAIN
PARALLEL
PARKING W/
VARIABLE WIDTH
ROW (TYP)
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
30' PUBLIC
GREENWAY
EASEMENT
60' CITY OF RALEIGH
PUBLIC UTILITY
EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
ZONE 1
NEUSE
RIPARIAN
BUFFER
2 MARKED
GRAVES
MAIL KIOSK WITH
44+ PARKING SPACES
25' PERIMETER
SETBACK
DRY
DETENTION
POND 2
DRY
DETENTION
POND 1
DRY
DETENTION
POND 3
DRY
DETENTION
POND 4
DRY
DETENTION
POND 5
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
AERIAL PIPEMATCHLINE C2.3MATCHLINE C2.4MATCHLINE C2.2MATCHLINE C2.3MATCHLINE C2.1MATCHLINE C2.2SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANSSSS30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
DRY
DETENTION
POND 6
1" = 200'
1.ALL UTILITY DESIGN AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ALL CITY OF RALEIGH DEPARTMENT OF
PUBLIC UTILITIES (CORDPU) STANDARDS AND
SPECIFICATIONS. UTILITY DESIGN SHALL MEET FIRE FLOW
REQUIREMENTS OF NCFC.
2.CONSTRUCTION DRAWINGS SHALL BE SUBMITTED AND
APPROVED BY THE TOWN OF GARNER AND CITY OF RALEIGH
PRIOR TO CONSTRUCTION.
3.ANY EXISTING WATER AND SEWER LINES TO BE USED AS
ART OF THE FINAL DESIGN OF THE PROJECT SHALL BE
LOCATED BY SURVEY, TESTED BY A LICENSED CONTRACTOR
AND APPROVED BY THE CITY OF RALEIGH INSPECTOR PRIOR
TO SUBMITTAL OF CONSTRUCTION DRAWINGS.
4.UTILITY SIZES AND LOCATIONS ARE SHOWN FOR
ILLUSTRATIVE PURPOSES ONLY AND ARE SUBJECT TO
CHANGE BASED ON FINAL DESIGN AND CONSTRUCTION
APPROVAL.THIS SHALL INCLUDE BUT NOT LIMITED TO FIRE
HYDRANT LOCATIONS.
5.AS PART OF CONSTRUCTION DRAWING SUBMITTAL, FIRE
FLOW CALCULATIONS SHALL BE PROVIDED SHOWING
COMPLIANCE WITH NCFC. PROJECT MAY BE DEVELOPED IN
PHASES AND ALL PHASES SHALL BE REQUIRED TO MEET THE
MINIMUM REQUIRED FIRE FLOWS PER OCCUPANCY IN EACH
PHASE.
6.AN APPROVED WATER SUPPLY FOR FIRE SUPPRESSION
(TEMPORARY OR PERMANENT) SHALL BE PROVIDED AS
SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE.
7.THE SEWER DESIGN WILL BE EVALUATED DURING
CONSTRUCTION DRAWINGS TO AVOID VERY DEEP
MANHOLES AND STAY IN COMPLIANCE WITH CITY OF
RALEIGH DEPARTMENT OF PUBLIC UTILITIES (CORDPU)
STANDARDS AND SPECIFICATIONS.
8.3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS &
SEWER MAINS.
9.INSTALL 3
4" COPPER WATER SERVICES WITH METERS
LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE EASEMENT
IMMEDIATELY ADJACENT.
10.INSTALL 4" PVC SEWER SERVICES @ 1.0% MINIMUM GRADE
WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE &
SPACED EVERY 75 LINEAR FT MAXIMUM.
11.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL
WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES
ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING
BUILDING DRAINS LOWER THAN 1.0' ABOVE THE NEXT
UPSTREAM MANHOLE.
12.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE
PROJECT MUST BE OBTAINED FROM NCDWQ, USACE, &/OR
FEMA FOR ANY RIPARIAN BUFFER, WETLAND, &/OR
FLOODPLAIN IMPACTS PRIOR TO ANY CONSTRUCTION.
13.GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING
CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE
APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR
PRIOR TO ISSUANCE OF A BUILDING PERMIT.
14.UTILITY CONSTRUCTION APPROVAL IS REQUIRED FOR THIS
PROJECT, PLANS TO BE PREPARED BY AN NC STATE
PROFESSIONAL ENGINEER.
15.RIGHT OF WAY AND/OR EASEMENT DEDICATION IS REQUIRED
FOR THIS PROJECT (PRIOR TO CITY ACCEPTANCE OF
UTILITIES)
16.PROJECT SHALL EXTEND PUBLIC WATER AND SEWER ALONG
ALL INTERIOR AND ABUTTING RIGHT OF WAYS OF
DEVELOPMENT.
17.ALL MAINS UP TO 12" IN SIZE SHALL BE DESIGNED WITH A
BLOW-OFF ASSEMBLY THE SAME SIZE AS THE DIAMETER OF
THE PIPE.
18.FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED AT EVERY
INTERSECTION AND AT 500' (RESIDENTIAL) MAX INTERVALS
ALONG SITE FRONTAGE.
19.ALL WATER MAINS SHALL BE PRESSURE CLASS OR
THICKNESS CLASS DUCTILE IRON PIPE DESIGNED IN
ACCORDANCE WITH AWWA STANDARD C-150.
20.PROJECT SHALL EXTEND GRAVITY SEWER TO THE
PERIPHERY OF DEVELOPMENT BASED ON NATURAL
TOPOGRAPHY.
21.ALL CITY OF RALEIGH SANITARY SEWER EASEMENTS SHALL
BE A MINIMUM OF 30 FEET.
22.THE SANITARY SEWER SHALL BE EVALUATED DURING
CONSTRUCTION DRAWING REVIEW TO ENSURE ADJACENT
PROPERTIES HAVE ACCESS TO SANITARY SEWER WHERE
FEASIBLE AND IN COMPLIANCE WITH THE CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT STANDARDS AND
SPECIFICATION.
23.THE PROPOSED EXTENSION OF THE EXISTING OAK PARK
PUMP STATION WILL REQUIRE UPGRADES TO THE
DISCHARGE MANHOLE PER THE FORCE MAIN DISCHARGE
POLICY (PUBLIC UTILITIES HANDBOOK PG. 18).
24.PHASING WILL REQUIRE UTILITIES TO BE INSTALLED WITH
THE PHASE AND MAY REQUIRE DEDICATED EASEMENTS IF
OUTSIDE OF PLATTED RIGHT-OF-WAYS.
25.ANY OFFSITE SEWER EASEMENT REQUIRED TO CONNECT TO
THE PUBLIC SEWER MAIN LOCATED ON THE PROPERTY TO
THE NORTH MUST BE PRODUCED BY DEED OF EASEMENT
VIA THE CITY OF RALEIGH CITY ATTORNEY'S OFFICE.
OFFSITE EASEMENTS MUST BE RECORDED BY DEED OF
EASEMENT PRIOR TO CONSTRUCTION APPROVAL OF
INFRASTRUCTURE DRAWINGS (PUBLIC UTILITIES HANDBOOK
PG 71).
GENERAL UTILITY NOTES
0
SCALE 1"=200'
400'200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C3.0 OVERALL UTILITY PLANLEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
S
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER, CITY OF RALEIGH, AND
NCDOT STANDARDS, SPECIFICATIONS, AND
DETAILS.
SANITARY SEWER
SANITARY MANHOLE
PROPOSED WATERMAIN
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
SAN
W
UTILITY LEGEND
S
EXISTING SAN. SEWER
EXISTING SAN. MANHOLE
SAN
EXISTING WATERMAINW
3/4" TYPE K COPPER WATER SERVICE
4" SCH 40 PVC SANITARY SERVICE
TYPICAL SERVICE INSTALLATION
& 5/8" METER (TYP.)
& CLEANOUT (TYP.)
UTILITY QUANTITY TABLE
UTILITY SEPARATION NOTES:
1.WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL
SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF SEPARATION
CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE
TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE
PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED
FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
2.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR
ANYTIME A SANITARY SEWER PASSES OVER A WATER MAIN, DIP
MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH
SIDE OF CROSSING MUST BE SPECIFIED & INSTALLED TO
WATERLINE SPECIFICATIONS.
3.5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN
ALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP
MATERIAL IS SPECIFIED FOR SANITARY SEWER.
4.MAINTAIN 18" MINIMUM VERTICAL SEPARATION AT ALL
WATERMAIN & RCP STORM DRAINAGE CROSSINGS; MAINTAIN 24"
MINIMUM VERTICAL SEPERATION AT ALL SANITARY SEWER &
RCP STORM DRAIN CROSSINGS.
5.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER &
SEWER FACILITIES WITH 18" MINIMUM VERTICAL SEPERATION
REQUIRED.
COMMON OPEN SPACE
LF 8" PVC SANITARY SEWER 21,500 LF
LF 6" DIP WATERMAIN 4,000 LF
LF 8" DIP WATERMAIN 16,000 LF
LF RCP STORM PIPE 26,100 LF
WATER METERS 544
SANITARY SEWER CLEANOUTS 544
FIRE HYDRANTS 40
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR
EXTENSION OF WATER, SEWER AND/OR REUSE, AS APPROVED IN
THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC
UTILITIES DEPARTMENT AT [phone] AT LEAST TWENTY FOUR
HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER
OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM
PLUG, HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER
VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A
FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY
OF RALEIGH.
X FENCE LINE
XXX
OSC 4
OSC 2
OSC 6
OSC 5
OSC 1
OSR 1
OSC 8
OSC 7
471(A)
468(A)
469(A)
470(A)
467(A)
508(A)
507(A)
506(A)
505(A)
510(A)
509(A)
479(A)
478(A)
483(A)
482(A)
481(A)
480(A)
476(A)
475(A)
474(A)
473(A)
472(A)
477(A)
489(A)
488(A)
487(A)
486(A)
485(A)
484(A)493(A)
492(A)
491(A)
490(A)494(A)
511(A)
499(A)
498(A)
497(A)
496(A)
495(A)
503(A)
502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
460(A)
459(A)
458(A)
457(A)461(A)466(A)
465(A)
464(A)
463(A)
462(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
101(C)
102(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
504(A)XX
XX
XXXX X
X
1(B)
98(B)
99(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
120(B)
121(B)
118(B)
OSC 3
XX
X
X
X
X
XX X
X
X
X
X X XXXXXXXXG
G
G
W
W
W
GGGGGGGGWWWWWWWGRATE T
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INV OU
T

=

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8
7
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7
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I
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L
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T
:
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7
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.
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2
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18" RCP
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2
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8
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L
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.
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18" RCP
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=

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.
6
6
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24" RCP
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T

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8
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4
7
'
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I
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L
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T
:
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9
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'
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=

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8
9
.
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=

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8
9
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5
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'
GRATE T
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I
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L
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T
:
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2
'
18" RCP
INV OU
T

=

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9
1
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5
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4
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:
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=

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INV IN
=

2
8
3
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INV OU
T

=

2
8
3
.
7
3
'
S
S
S
S
S
STORM
I
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V
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R
T
:
18" RCP
(FULL)
INV OU
T

=

2
9
3
.
0
7
'XXXXOREGON TRL
RIM=272
.
5
0
IN(SW)
=
2
6
6
.
0
0
OUT(NW
)
=
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6
5
.
5
0
PVCSS
FMFMFMFM
FM
FM
FM
FM
FM
FM
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MFM FMFMFMSANSANSAN8" SSWR294.44 LF @1.02%8" SSWR170.43 LF @0.58%SANS
S
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8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''
W
8''
W
8''
W
8''
W
8''
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8''
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8''W8''W8''W8''
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''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
NEW BETHEL CHURCH ROADSUTTON SPRINGS DRROAD L ROAD MROAD AR
O
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O
A
D

PROAD P
ROAD Q
ROAD P
ROAD PROAD NMATCHLINE C2.1
MATCHLINE C2.2
S
S
SS
S
S
S
SS
S
S
SS
S
S
S
S
SSSS SSS
S
S
SANSANSANSAN
SAN
SANS
A
N
S
A
N
SANSANS
A
N
S
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SAN
SAN
SANSANSANSAN
25' PER
I
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E
T
E
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S
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T
B
A
C
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25' PERIMETER SETBACK35' PERIMETER BUFFER35'

E
N
H
A
N
C
E
D

S
T
R
E
E
T
S
C
A
P
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DRY
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POND 2
DRY
DETENTION
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25'
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B
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C
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STREETSCAPE25' PER
IMETER
SETBACK30' CITY OF RALEIGHPUBLIC UTILITY EASEMENTHIGH VISIBILITY
CROSSWALK
WITH LED
PEDESTRIAN
SIGNAGE
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
2 MARKED
GRAVES
25' PERIMETER SETBACK1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C3.1 UTILITY PLAN SHEET 1 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
OSC 17
OSC 9
OSC 12
OSC 13
OSR 2
OSC 16
OSR 8
OSC 18
OSC 8
OSC 10
OSC 11
OSC 15
381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
440(A)
437(A)
438(A)
439(A)441(A)
436(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)
425(A)
424(A)428(A)
427(A)429(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
521(A)
520(A)
519(A)
518(A)
517(A)
516(A)
510(A)
509(A)
474(A)
473(A)
472(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)
432(A)
431(A)
430(A)
435(A)
434(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
512(A)
511(A)
515(A)
514(A)
513(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
224(B)
223(B)
222(B)
227(B)
226(B)
233(B)232(B)231(B)230(B)
229(B)
228(B)
243(B)239(B)240(B)241(B)242(B)244(B)
225(B)
238(C)
237(C)
236(C)
235(C)
234(C)
103(C)
104(C)
105(C)
106(C)
107(C)
108(C)
101(C)
109(C)
102(C)
110(C)
135(C)
136(C)
137(C)
130(C)
138(C)
131(C)
139(C)
132(C)
140(C)
133(C)
141(C)
134(C)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
126(B)
OSC 14
OSC 26
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
XXXXX
X
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X
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8''
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8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W8''
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ROAD F ROAD BROAD BROAD B
ROAD J
ROAD K
ROAD IROAD AROAD NMATCHLINE C2.2
MATCHLINE C2.3
MATCHLINE C2.1
MATCHLINE C2.2S
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S
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SAN SANSAN
25' PERIMETER BUFFER35' PERIMETER BUFFERDRY
DETENTION
POND 4
DRY
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POND 3
30' CIT
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WETLANDS 25' PERIMETER SETBACK1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C3.2 UTILITY PLAN SHEET 2 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
OSR 4
OSC 21
OSC 23
OSC 19
OSC 20
OSR 7
OSC 22
OSR 8
OSC 24
254(B)
272(B)
253(B)262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)293(B)291(B)
275(B)
292(B)
274(B)
320(B)312(B)
305(B)297(B)
319(B)311(B)
304(B)296(B)
318(B)310(B)
303(B)295(B)
317(B)309(B)
302(B)294(B)
316(B)308(B)
301(B)
315(B)
300(B)
322(B)314(B)
307(B)299(B)
321(B)313(B)
306(B)298(B)
208(B)
223(B)
207(B)
222(B)
206(B)
205(B)
220(B)
204(B)
219(B)
211(B)
203(B)
218(B)
210(B)
217(B)
216(B)
215(B)
214(B)213(B)
212(B)
359(B)
245(B)
264(B)
263(B)261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)273(B)271(B)
349(B)
348(B)
347(B)
346(B)
350(B)351(B)352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
279(B)
258(B)
323(B)
324(B)
325(B)
252(B)251(B)250(B)249(B)248(B)247(B)246(B)
209(B)
357(B)
143(C)
151(C)
144(C)
152(C)
145(C)
153(C)
146(C)
154(C)
147(C)
155(C)
148(C)
156(C)
141(C)
149(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
202(B)
OSR 9
XXXXXX
X
X
X XXXXXXX
X
XXXXXXXXXXXXXXX8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
6''W6''W6''W6''W6''W6''W6''W6''W
6''W6''W6''W6''W6''W6''W6''W6''W6''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8'
'W8'
'W8''W8''W8''W8''WLECLAIRE CIRCLEROAD DROAD E
LAPORTE PATH
ROAD D
ROAD G
ROAD H
ROAD BROAD BROAD BMATCHLINE C2.3
MATCHLINE C2.4
MATCHLINE C2.2
MATCHLINE C2.3
SS
SSS
SSS
SS SSS
SSSS
S
SSSSS
S
SSS
S SANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSAN
SANSAN
SANSANSAN
SANSAN
SANSANSANSAN
SANSANSANSANSANSAN
S
S
S
DRY
DETENTION
POND 5
25' PERIMETER SETBACK25' PERIMETER SETBACK30' CITY OF RALEIGHPUBLIC UTILITY EASEMENT100 YR
FLOOD
PLAIN
ZONE 1 NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN BUFFER
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C3.3 UTILITY PLAN SHEET 3 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
OSR 6
OSC 25
OSC 22
200(B)199(B)198(B)197(B)
359(B)
348(B)
347(B)
346(B)
345(B)
344(B)
343(B)
342(B)
341(B)
340(B)
339(B)
338(B)
337(B)
360(B)361(B)362(B)363(B)364(B)
329(B)
336(B)
324(B)
325(B)
326(B)
327(B)
328(B)
333(B)
330(B)
331(B)
332(B)
335(B)
334(B)
187(C)
163(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
160(C)
161(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
179(C)
202(B)
201(B)
195(B)
196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)
OSR 5
OSC 28
OSC 27
XXXX X
X
XXXX
X
X
ZONE 'X'XXXXXXXXXSWIFT CREEKSWIFT CREEK8''W8''W8''W8'
'W
8''
W
8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
8
'
'W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W6''W ROAD BROAD D
LECLAIRE CIRCLE
ROAD BROAD CROAD DROAD BMATCHLINE C2.3
MATCHLINE C2.4
SSSSS
S
SS
SS
S
S
S
S
S
S
S
SSANSANSANSANSANSANSAN SAN
SAN SANSANSANSANSANSANSANSANSANSANSANSAN
S
SAN30'
C
ITY
OF
RALE
IGHPUBLIC
UT
IL
ITY
EASEMENT30' CITY OF RALEIGHPUBLIC UTILITY EASEMENT25' PERIMETER
SETBACK
CONSERVATION
BUFFER
WETLANDS
30' PUBLIC
GREENWAY
EASEMENT 25' PERIMETER SETBACKDRY
DETENTION
POND 6
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C3.4 UTILITY PLAN SHEET 4 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
X FENCE LINE
BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
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A

D
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OREGON TRLSWIFT

C
R
E
E
K
SWIFT CREEK
8'' SANFMFMFMFM
FM
FMFMFM
FM
FM
FM
F
M
FM FMFM
FM
FM
FM
FMFMFMFMFMFMFMNEW BETHE
L
CHURCH
ROAD
NCSR
2
7
0
3
6
0'
R/
W
SUTTON SPR
INGS
DR
ROAD

B ROAD DLECLAIRE CIRCLEROAD

B
ROAD

C
ROAD

D
ROAD ELAPORTE PATHROAD DROAD GROAD HROAD FROAD

B
ROAD

B
ROAD

B
ROAD

B
ROAD BROAD BROAD JROAD KROAD LROAD

I
ROAD

M
ROAD

A
ROAD AROAD OROAD PROAD PROAD QROAD PROAD

P
ROAD

N
RO
A
D

N
X
X
XXX
XX XX
XXX XXXXXXXX
XXXXXXXXXX
8''W
8''W
8''W
8''W
8''W
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'W
8''W
8''W
8''W8'
'W
6'
'W
6''
W
6''W
8''W8''W8''W8''W8''W8''W
6''W6''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W8''W8''W
8''W
8''W
6''W6''W6''W8''W
8''W
8''W 8''W8''W
8''W
6''W
6''W
8''W
8''W8
'
'W8''W25' PERIMETER
SETBACK
50' NEUSE
RIPARIAN
BUFFER
ZONE 2
NEUSE
RIPARIAN
BUFFER
CONSERVATION
BUFFER
WETLANDS
WETLANDS
WETLANDS
35' PERIMETER
BUFFER
35' PERIMETER
BUFFER
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
EXISTING
PUMP
STATION
100 YR
FLOOD
PLAIN
PARALLEL
PARKING W/
VARIABLE WIDTH
ROW (TYP)
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
30' PUBLIC
GREENWAY
EASEMENT
60' CITY OF
RALEIGH
PUBLIC SEWER
EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
ZONE 1
NEUSE
RIPARIAN
BUFFER
MAIL KIOSK WITH
44+ PARKING
SPACES
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
MATCHLINE C4.3MATCHLINE C4.4MATCHLINE C4.2MATCHLINE C4.3MATCHLINE C4.1MATCHLINE C4.2SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANSSSSDRY
DETENTION
POND 2
DRY
DETENTION
POND 1
DRY
DETENTION
POND 3
DRY
DETENTION
POND 4
DRY
DETENTION
POND 5
DRY
DETENTION
POND 6
2 MARKED
GRAVES
1" = 200'
1.PROPOSED DETENTION BASIN LOCATIONS AND DRAINAGE SYSTEMS ARE
SHOWN FOR ILLUSTRATIVE PURPOSES ONLY AND ARE SUBJECT TO CHANGE
BASED ON FINAL ENGINEERING DESIGN AND CALCULATIONS.
2.ALL STORMWATER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE
WITH SECTION 7.2 OF THE TOWN OF GARNER UDO AND ENGINEERING
STANDARDS OF SPECIFICATIONS.
3.FINAL DESIGN OF STORMWATER SCM'S MAY AFFECT ACTUAL LOT COUNT FOR
THE PROJECT.
4.MAINTENANCE OF THE DETENTION PONDS SHALL BE THE RESPONSIBILITY OF
THE HOMEOWNERS ASSOCIATION.
5.STREAM AND FLOODPLAIN BUFFER LOCATIONS ARE SUBJECT TO CHANGE
UPON DETAILED FLOODPLAIN ANALYSIS.
6.AT CONCLUSION OF THE PROJECT ALL SCM'S INSTALLED ON SITE MUST BE
CERTIFIED BY A DESIGN PROFESSIONAL AND THE TOWN OF GARNER
ENGINEERING DEPARTMENT MUST RECEIVE AS-BUILT DRAWINGS PRIOR TO
RECEIVING THE CERTIFICATE OF OCCUPANCY.
7.CONTACT THE ENGINEERING DEPARTMENT LAT 919-773-4458 OR
[e-mail] TO SCHEDULE A PRECONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS.
8.ALL SCM'S WILL PROVIDE A MINIMUM 20' VEHICULAR ACCESSIBLE ACCESS
EASEMENT FOR FUTURE MAINTENANCE AND INSPECTIONS. ACCESS
EASEMENTS SHALL PROVIDE DIRECT ACCESS TO THE PRIMARY
OUTFALL/BERM AND EASEMENT SLOPE SHALL NOT EXCEED 15% MAXIMUM
LONGITUDINAL SLOPE.
9.THE STORMWATER PLAN SHALL PROVIDE ADEQUATE NITROGEN REDUCTION.
10.ALL STREETS UNDER CONSTRUCTION DURING ALL PHASES SHALL BE
CONSTRUCTED, DESIGNED, AND MAINTAINED FOR ALL WEATHER DRIVING
CAPABILITIES. THIS SHALL ALSO INCLUDE THE FOLLOWING:
10.1.ALL STREETS SHALL BE TEMPORARY OR PERMANENTLY LABELED WITH
MINIMUM LETTERING OF 4" IN HEIGHT.
10.2.EVERY RESIDENTIAL LOT UNDER CONSTRUCTION SHALL HAVE A NUMERIC
ADDRESS OF AT LEAST 4" IN HEIGHT.
10.3.CLEAR STREET WIDTH OF 20 FOOT MINIMUM. THERE SHALL BE NO
STORAGE OF CONSTRUCTION MATERIALS OR WORKERS PARKED
HINDERING EMERGENCY VEHICLE ACCESS.
GENERAL UTILITY NOTES
0
SCALE 1"=200'
400'200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C4.0 OVERALL GRANDING PLANALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.XXXX
X
XXX
X
X
SCM
4' FENCE
EVERGREEN
SHRUBS
36" O.C.
STORMWATER CONTROL MEASURE SCHEMATIC
N.T.S.
NOTE: FENCING AND LANDSCAPING FOR PROPOSED STORMWATER
CONTROL MEASURE SHALL MEET TOWN OF GARNER REQUIREMENTS.
EXAMPLE FENCE DETAIL SHOWN ON THIS SHEET.
GATE
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE (SEE C4.0 FOR DETAIL)
SCM and Grave
Fence Detail
OREGON TRL
FMFMFMFM
FM
FM
FM
FM
F
M
F
M
F
MFM FMFMFMNEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DRROAD L
55' ROW, 29' B/B ROAD M55' ROW, 29' B/BROAD A80' ROW, 55' B/B
R
O
A
D

O
55'

R
O
W
,

2
9
'

B
/
B
R
O
A
D

P
60'

R
O
W
,

3
2
'

B
/
BROAD P
55
'
ROW
,
29
'
B
/B
ROAD Q
55' ROW
,

2
9
'

B
/
B
ROAD P
55' ROW
,

2
9'

B
/
B
ROAD P55' ROW, 29' B/BROAD N55' ROW, 29' B/BXXX
471(A)
468(A)
469(A)
470(A)
467(A)
508(A)
507(A)
506(A)
505(A)
510(A)
509(A)
479(A)
478(A)
483(A)
482(A)
481(A)
480(A)
476(A)
475(A)
474(A)
473(A)
472(A)
477(A)
489(A)
488(A)
487(A)
486(A)
485(A)
484(A)493(A)
492(A)
491(A)
490(A)494(A)
511(A)
499(A)
498(A)
497(A)
496(A)
495(A)
503(A)
502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
460(A)
459(A)
458(A)
457(A)461(A)466(A)
465(A)
464(A)
463(A)
462(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
101(C)
102(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
504(A)XX
XX
XXXX X
X
1(B)
98(B)
99(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
120(B)
118(B)XX
X
X
X
X
XX X
X
X
X
X X XX2802752802
8
5
2
8
5
2
9
0
290295300305265
270
275280265
265
270
275
280
280
285
285290290
29
0 290290
290285
280265
270
275
275
2
8
0
2
8
5280280
285290
275
280
28
0
2
8
5
255
260
26527027528028
5
29
0
295
2
9
0
2
9
58''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''
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'
'W8''W8''W8''W8''W8''W8''W8''W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
MATCHLINE C4.1
MATCHLINE C4.2
2
7
5 2802
8
5
250250255255
255260265S
S
SS
S
S
S
SS
S
S
SS
S
S
S
S
SSSS SSS
S
S
SANSANSANSAN
SAN
SANS
A
N
S
A
N
SANSANS
A
N
S
A
NSANSANSANSAN
SAN
SAN
SANSANSANSAN255260
265
270
285
290
295295295290290
290
270
275
290290290275275280285
255
260
265
28028525' PER
I
M
E
T
E
R

S
E
T
B
A
C
K
25' PERIMETER SETBACK35' PERIMETER BUFFER35'

E
N
H
A
N
C
E
D

S
T
R
E
E
T
S
C
A
P
E
25'

P
E
R
I
M
E
T
E
R

S
E
T
B
A
C
K
HIGH VISIBILITY
CROSSWALK
WITH LED
PEDESTRIAN
SIGNAGE
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
2 MARKED
GRAVES
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 2
DRY
DETENTION
POND 1
20' PRIVATE
DRAINAGE
EASEMENT
275
280
285
290
29
5
275
280
BW
248.93'
BW
251.75'
TW
255.56'
TW
256.20'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C4.1 GRADING PLAN SHEET 1 OF 41"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE (SEE C4.0 FOR DETAIL)
FMFMFM
ROAD F
55' ROW, 29' B/B ROAD B60' ROW, 32' B/BROAD B
60' ROW, 32' B/B
ROAD B
60' ROW, 32' B/B
ROAD J
55' ROW, 29' B/B
ROAD K
55' ROW, 29' B/B
ROAD I55' ROW, 29' B/BROAD A60' ROW, 32' B/BROAD N55' ROW, 29' B/B381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
440(A)
437(A)
438(A)
439(A)441(A)
436(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)
425(A)
424(A)428(A)
427(A)429(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
521(A)
520(A)
519(A)
518(A)
517(A)
516(A)
510(A)
509(A)
474(A)
473(A)
472(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)
432(A)
431(A)
430(A)
435(A)
434(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
512(A)
511(A)
515(A)
514(A)
513(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
224(B)
223(B)
222(B)
227(B)
226(B)
233(B)232(B)231(B)230(B)
229(B)
228(B)
243(B)239(B)240(B)241(B)242(B)244(B)
225(B)
238(C)
237(C)
236(C)
235(C)
234(C)
103(C)
104(C)
105(C)
106(C)
107(C)
108(C)
101(C)
109(C)
102(C)
110(C)
135(C)
136(C)
137(C)
130(C)
138(C)
131(C)
139(C)
132(C)
140(C)
133(C)
141(C)
134(C)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
126(B)
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
XXXXX
X
X X X X
X
X225 225230
230235235
2
4
0
240
245
245 250250250250250
25025
0
250255 2
5
5
260 2602652
7
0 2752
8
0 285255255260260265
2652
7
0
2
7
5
2
8
0
265
2
6
5
2
65
260
26
5
2
7
0
275
280280
2
6
5 265270275275
260265270
255
260
265
270 26527027528
0
26026527027
5
28
0
260265250255260270
2752252
3
0
2
3
0
TW
257.55'
BW
251.36'
BW
246.56'
BW
247.20'
BW
255.17'
TW
256.79'
TW
256.62'
TW
261.54'
TW
262.27'
TW
255.65'
BW
254.47'
BW
258.27'
BW
252.53'8''W8''W8''W8''W8''W8''W8''W8''W
8''
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W8''
W
8''
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
8''W 8''W 8''W 8''W
8''W
MATCHLINE C4.2
MATCHLINE C4.3
MATCHLINE C4.1
MATCHLINE C4.2S
SSS
S SS
S SSS SS
S
S
S
SSSS
SSSSS
S
S
S
S
S
SSANSANSAN
SANSANSAN SAN
SAN
SAN
SANSAN
SAN SANSAN
SAN SANSANSANSANSANSANSANSAN SANSANSANS
A
N
SANSAN
SAN SANSANSANSANSANSANSANSAN
SAN SANSAN 27527528028535' PERIMETER BUFFER25' PERIMETER BUFFER35' PERIMETER BUFFER25' PERIMETER SETBACK30' CIT
Y
O
F
R
AL
EI
G
H
PUBLI
C
U
TILI
T
Y
E
A
S
E
M
E
N
T
245
250
255
240
245
250
255
240
265
2702
6
0
270
240240245
245
245
250
255
2
6
5
2
7
0
MAIL KIOSK WITH
44 PARKING SPACES
AMENITY
CENTER
WETLANDS
PARALLEL
PARKING W/
VARIABLE WIDTH
ROW (TYP)
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 4
DRY
DETENTION
POND 3
TW
256.33'
20' PRIVATE
DRAINAGE
EASEMENT
260
265
270
275
265270270275
265270275TW
249.31'
TW
254.14'
TW
255.75'
TW
256.09'
BW
246.14'
BW
246.88'
BW
249.24'
BW
246.98'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C4.2 GRADING PLAN SHEET 2 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
1"=60'
X FENCE (SEE C4.0 FOR DETAIL)
LECLAIRE CIRCLEROAD DROAD E
LAPORTE PATH
ROAD D
ROAD G
ROAD H
ROAD BROAD BROAD B254(B)
272(B)
253(B)262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)293(B)291(B)
275(B)
292(B)
274(B)
320(B)312(B)
305(B)297(B)
319(B)311(B)
304(B)296(B)
318(B)310(B)
303(B)295(B)
317(B)309(B)
302(B)294(B)
316(B)308(B)
301(B)
315(B)
300(B)
322(B)314(B)
307(B)299(B)
321(B)313(B)
306(B)298(B)
208(B)
223(B)
207(B)
222(B)
206(B)
205(B)
220(B)
204(B)
219(B)
211(B)
203(B)
218(B)
210(B)
217(B)
216(B)
215(B)
214(B)213(B)
212(B)
359(B)
245(B)
264(B)
263(B)261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)273(B)271(B)
349(B)
348(B)
347(B)
346(B)
350(B)351(B)352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
279(B)
258(B)
323(B)
324(B)
325(B)
252(B)251(B)250(B)249(B)248(B)247(B)246(B)
209(B)
357(B)
143(C)
151(C)
144(C)
152(C)
145(C)
153(C)
146(C)
154(C)
147(C)
155(C)
148(C)
156(C)
141(C)
149(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
202(B)XXXXXX
X
X
X XXXXXXX
X
XX2
6
5 26526526527
5
210215265
2702752
7
5
275
2
8
0
280265270275280240
240245
2
5
0
25
5
260 265
2
7
0
2552
4
0
240 2452502552602652
7
0230235240255
260
265
260265270
270
2752
1
0
2
1
0 21021
02102102
1
0
2
1
0
210
2
1
0
215 2152202
2
0
2
2
0225 2302352
4
0
2
4
5
250
2
5
5 260225225
2
3
0
230
2
3
0 235240245
250
2558''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W8''W
8''W
8''W
8''W8''W8''W8''W8''W8'
'W
8''W8''W8''W8''W8''W8''W8''W8''W
6''W6''W6''W6''W6''W6''W6''W6''W
6''W6''W6''W6''W6''W6''W6''W6''W6''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8'
'W8'
'W8''W8''W8''W8''WMATCHLINE C4.3
MATCHLINE C4.4
MATCHLINE C4.2
MATCHLINE C4.3
SS
SSS
SSS
SS SSS
SSSSS
S
SSSSS
S
SSS
S SANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSAN
SANSAN
SANSANSAN
SANSAN
SANSANSANSAN
SANSANSANSANSANSAN
S
S
S25' PERIMETER SETBACK25' PERIMETER SETBACK30' CITY OF RALEIGHPUBLIC UTILITY EASEMENT240245260
2552
6
0
2
7
0
ZONE 2 NEUSE
RIPARIAN
BUFFER
100 YR
FLOOD
PLAIN
ZONE 1 NEUSE
RIPARIAN
BUFFER
50' NEUSE
RIPARIAN BUFFER
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
DRY
DETENTION
POND 5
20' PRIVATE
DRAINAGE
EASEMENT 2652650
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C4.3 GRADING PLAN SHEET 3 OF 41"=60'
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE (SEE C4.0 FOR DETAIL)
SWIFT CREEKSWIFT CREEKROAD BROAD D
LECLAIRE CIRCLE
55' ROW, 29' B/BROAD B55' ROW, 29' B/B55' ROW, 29' B/B
ROAD C55' ROW, 29' B/B55' ROW, 29' B/BROAD D55' ROW, 29' B/BROAD B55' ROW, 29' B/B200(B)199(B)198(B)197(B)
359(B)
347(B)
346(B)
345(B)
344(B)
343(B)
342(B)
341(B)
340(B)
339(B)
338(B)
337(B)
360(B)361(B)362(B)363(B)364(B)
329(B)
336(B)
325(B)
326(B)
327(B)
328(B)
333(B)
330(B)
331(B)
332(B)
335(B)
334(B)
187(C)
163(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
161(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
179(C)
201(B)
195(B)
196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)XXXX X
X
XXXX
X
X
60'
C
I
T
Y

O
F

R
A
L
E
I
G
H
PUB
L
I
C

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T
2
6
5 265210210
21
0
21021
5
215
2
2
0
2202252
2
5
235
240
245
250
255
260
265
2
4
5
245
245
250
245 250255260
240245
230235240
8''W8''W
8''W
8''
W
8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
8
'
'W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W6''W
MATCHLINE C4.3
MATCHLINE C4.4
SSSSS
S
SS
SS
S
S
S
S
S
S
S
SSANSANSANSANSANSANSAN SAN
SAN SANSANSANSANSANSANSANSANSANSANSANSAN
S
SAN 25' PERIMETER SETBACK30'
C
ITY
OF
RALE
IGHPUBLIC
UT
IL
ITY
EASEMENT225230 235240245
2
2
5
2
3
0
240
24
5
25' PERIMETER
SETBACK
CONSERVATION
BUFFER
WETLANDS
30' PUBLIC
GREENWAY
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 6
20' PUBLIC ACCESS &
MAINTENANCE EASEMENT
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C4.4 GRADING PLAN SHEET 4 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER BUFFER
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE (SEE C4.0 FOR DETAIL)
BLU
E
F
I
E
L
D

D
R
DAK
O
T
A

D
R
DAK
O
T
A

D
R
OREGON TRLSWIFT

C
R
E
E
K
SWIFT CREEK
8'' SANFMFMFMFM
FM
FMFMFM
FM
FM
FM
F
M
FM FMFM
FM
FM
FM
FMFMFMFMFMFMFMNEW BETHE
L
CHURCH
ROAD
NCSR
2
7
0
3
6
0'
R/
W
SUTTON SPR
INGS
DR
ROAD

B ROAD DLECLAIRE CIRCLEROAD

B
ROAD

C
ROAD

D
ROAD ELAPORTE PATHROAD DROAD GROAD HROAD FROAD

B
ROAD

B
ROAD

B
ROAD

B
ROAD BROAD BROAD JROAD KROAD LROAD

I
ROAD

M
ROAD

A
ROAD AROAD OROAD PROAD PROAD QROAD PROAD

P
ROAD

N
RO
A
D

N
40' x 63'
30' x 66
30' x 66'
30' x 66'
30' x 66'
40' x 63'
50' x 56'
50' x 56'
30' x 66'
50' x 70'
40' x60'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
30' x 66
30' x 66
30' x 66
30' x 66
X
X
XXX
XX XX
XXX XXXXXXXX
30' x 66'
30' x 66'
30' x 66'
30' x 66'XXXXXXXXXX
8''W
8''W
8''W
8''W
8''W
8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W
8
'
'W
8''W
8''W
8''W8'
'W
6'
'W
6''
W
6''W
8''W8''W8''W8''W8''W8''W
6''W6''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W8''W8''W
8''W
8''W
6''W6''W6''W8''W
8''W
8''W 8''W8''W
8''W
6''W
6''W
8''W
8''W8
'
'W8''WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANSSSSDRY
DETENTION
POND 2
DRY
DETENTION
POND 1
DRY
DETENTION
POND 3
DRY
DETENTION
POND 4
DRY
DETENTION
POND 5
DRY
DETENTION
POND 6
25' PERIMETER
SETBACK
50' NEUSE
RIPARIAN
BUFFER
ZONE 2
NEUSE
RIPARIAN
BUFFER
CONSERVATION
BUFFER
WETLANDS
WETLANDS
35' PERIMETER
BUFFER
35' PERIMETER
BUFFER
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
EXISTING
PUMP
STATION
100 YR
FLOOD
PLAIN
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
30' PUBLIC
GREENWAY
EASEMENT
60' CITY OF
RALEIGH
PUBLIC SEWER
EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
ZONE 1
NEUSE
RIPARIAN
BUFFER
2 MARKED
GRAVES
MAIL KIOSK
WITH 44+
PARKING
SPACES
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
25' PERIMETER
SETBACK
WETLANDSMATCHLINE C5.3MATCHLINE C5.4MATCHLINE C5.2MATCHLINE C5.3MATCHLINE C5.1MATCHLINE C5.21" = 200'
1.ALL PLANT MATERIAL INSTALLED MUST MEET STANDARDS SET BY
AMERICAN ASSOCIATION OF NURSERY MEN, INC "STANDARDS FOR
2.WHERE THE SUPPLEMENTAL PLANTING IS REQUIRED IN BUFFERS, THE
PLANNING DIRECTOR SHALL HAVE THE AUTHORITY TO SPECIFY THE
LOCATION TO ACCOUNT FOR AND PROVIDE MAXIMUM SCREENING IN
THE EVENT OF SIGNIFICANT GRADE DIFFERENCES BETWEEN
PROPERTIES TO WHICH THE BUFFER STANDARD APPLIES. PROPOSED
VEGETATION SHALL ADHERE TO THE FOLLOWING BUFFER PLANTING
REQUIREMENTS.
2.1.REQUIRED PLANTINGS SHALL USE A MIX OF DECIDUOUS
OVERSTORY TREES, EVERGREEN TREES, DECIDUOUS
UNDERSTORY TREES TREES/LARGE TREES/LARGE SHRUBS, AND
SMALL EVERGREEN SHRUBS TO PROVIDE VERTICAL SCREENING.
2.2.MONOCLE TREE PLANTINGS ARE NOT PERMITTED.
2.3.THE MIX SHALL CREATE A 100% SCREENING BUFFER WITHIN 2
YEARS PF PLANTINGS.
2.4.IN CALCULATING BUFFER PLANTING REQUIREMENTS, AREAS OF
DRIVEWAYS AND SIGHT DISTANCE TRIANGLES SHALL BE
EXCLUDED.
2.5.DECIDUOUS OVERSTORY TREES, SMALL TREES, OR LARGE
SHRUBS, EVERGREEN SHRUBS, AND EVERGREEN TREES SHALL BE
DISTRIBUTED ALONG THE ENTIRE LENGTH OF THE BUFFER DUE TO
UNIQUE CHARACTERISTICS OF A SITE PR DESIGN OBJECTIVES,
ALTERNATIVE DESIGNS THAT ACHIEVE THE REQUIRED SCREENING
MAY BE APPROVED BY THE PLANNING DIRECTOR.
3.NO SCREENING OR BUFFERING SHALL INTERFERE WITH THE SIGHT
DISTANCE TRIANGLES REQUIRED FOR SAFE TRAFFIC MOVEMENTS AT
DRIVEWAY OR STREET INTERSECTIONS.
3.1.PLANTINGS MAY NOT CREATE ANY VISUAL OBSTRUCTIONS
BETWEEN 30" AND 7' IN HEIGHT WITHIN SIGHT DISTANCE
TRIANGLES.
3.2.THE PRUNING OF SCREENING SHRUBS SHALL ALLOW LATERAL
GROWTH OF BRANCHES AS TO FORM A HEDGE.
4.ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE
WITH NO LOW SPOTS ALLOWING WATER TO BE TRAPPED.
5.STREET TREES SHALL BE LOCATED WITHIN THE 10' PUBLIC STREET
TREE EASEMENT. REFER TO UDO SECTION 7.1-L-1A FOR LOCATIONS OF
EASEMENT.
6.STREET TREES SHALL BE PLANTED BY EACH BUILDER PRIOR TO
RECEIVING CO FOR HOUSE.
7.STORMWATER DEVICES SHALL BE SCREENED ON ALL SIDES WITH
EVERGREEN SHRUBS MAINTAINED AT A MINIMUM HEIGHT OF 4'. REFER
TO UDO SECTION 7.1-M.3.
8.ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH THE TOWN OF GARNER UDO.
9.FOUNDATION PLANTINGS SHALL BE INSTALLED ALONG THE ENTIRE
FRONT FOUNDATION WALL OF THE BUILDING. PLANT INSTALLATION
SHALL BE A MINIMUM OF 2' IN HEIGHT PLANTED AT 3 TO 4 FOOT
INTERVALS. SEE TYPICAL DETAIL THIS SHEET.
10.DURING THE ENTIRE PERIOD OF CONSTRUCTION ACTIVITY, ALL
PROTECTED TREES SHALL BE SURROUNDED AND PROTECTED BY AN
ORANGE TENSAR GEOGRID FENCING. TREE PROTECTION FENCING
SHALL BE INSTALLED A MINIMUM OF 10' FROM TRUNK OF ANY
PROTECTED TREE OR DRIP LINE. ONE SIGN SHALL BE PLACED EVERY
200' ALONG FENCING TO READ "TREE PROTECTION AREA - DO NOT
ENTER/ PARA PROTECCION DE LOS ARBOLES - PROHIBIDIO ENTRAR".
LANDSCAPE NOTES
0
SCALE 1"=200'
400'200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C5.0 OVERALL LANDSCAPE PLANPROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
TREES QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
Z 2 ULMUS PARVIFOLIA LACEBARK ELM 2.5" CAL CENTRAL LEADER
LF 3 LAGERSTROEMIA x FAURIEI 'SARAH'S FAVORITE'CRAPE MYRTLE 8' HT 3-5 STEMS
TO 3 THUJA OCCIDENTALIS 'EMERALD GREEN'EMERALD ARBORVITAE 8' HT SYMMETRICAL, WELL
BRANCHED
SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
LC 18 LORPETALUM CHINENSE 'RUBY'LORPETALUM 36" HT/SPRD DENSE FOLIAGE
BG 57 BOUTELOUA GRACILIS 'BLONDE AMBITION'GRAMA GRASS 18" HT/SPRD DENSE FOLIAGE
RG 30 RHODODENDRON x 'GEORGE TABER'AZALEA 36" HT/SPRD DENSE FOLIAGE
GROUNDCOVER QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
PS 36 PHOLX SUBULATA 'SNOWFLAKE'PHLOX 4" POT DENSE FOLIAGE
ENHANCED STREETSCAPE PLANT SCHEDULE PER 100' SECTION
TREES QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
NS 2 NYSSA SYLVATICA BLACK TUPELO 2.5" CAL CENTRAL LEADER
CC 2 CERCIS CANADENSIS EASTERN REDBUD 8' HT WELL BRANCHED
CJ 6 CRYPTOMERIA JAPONICA JAPANESE CRYPTOMERIA 8' HT SYMMETRICAL, WELL
BRANCHED
SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM
INSTALLED SIZE REMARKS
CS 18 CAMELLIA SASANQUA 'YULETIDE'SUSANQUA CAMELLIA 36" HT/SPRD DENSE FOLIAGE
VJ 10 VIBURNUM JAPONICUM VIBURNUM 36" HT/SPRD DENSE FOLIAGE
35' PERIMETER BUFFER PLANT SCHEDULE PER 100' SECTION
2 LARGE TREES, 6 ORNAMENTAL TREES, & 48 EVERGREEN SHRUBS PER 100 LF
100 LF
(2) LF(3) TO
(3) LC
(11)
BG
(15) RG
SOD (TYP)(18) PS(1) Z
ENHANCED STREETSCAPE NTS
(15) RG
(6) LC
(9) LC
(18) BG
(28) BG
(1) Z
(18) PS
100 LF
2 LARGE TREES, 2 ORNAMENTAL TREES, 6 EVERGREEN TREES, 28 EVERGREEN SHRUBS PER 100 LF
35' PERIMETER BUFFER NTS
(7) VJ
(9)CS
(3)VJ
(9)CS
(1)CC
(6)CJ
(1)CC
TREES QTY BOTANICAL NAME COMMON NAME
MINIMUM
INSTALLED
SIZE
UPA 154 ULMUS PARVIFOLIA LACEBARK ELM 2.5" CAL.
OVI 60 OSTRYA VIRGINIANA AMERICAN
HORNBEAM 2.5" CAL.
UAM 119 ULMUS AMERICANA
'PRINCETON'AMERICAN ELM 2.5" CAL.
SAL 94 SASSAFRA ALBIDUM COMMON
SASSAFRAS 2.5" CAL.
CBE 133 CARPINUS BETULUS
'FASTIGIATA'
FASTICIATA EUROPEAN
HORNBEAM 2.5" CAL.
NSY 134 NYSSA SYLVATICA BLACK TUPELO 2.5" CAL.
SYMBOL
QLY 176 QUERCUS LYRATA OVERCUP OAK 2.5" CAL.
STREET TREE PLANT SCHEDULE1.THE OWNER/AGENT IS RESPONSIBLE FOR THE UPKEEP OF THEIR
PROPERTY WITH A REGULAR AND PROPER MAINTENANCE
PROGRAM. A PROPER PROGRAM WILL REDUCE DISEASE, INSECT
PROBLEMS, WEED CONTROL, PRUNING, AND WATERING.
2.ALL DISTURBED AREAS SHALL BE STABILIZED FROM SOIL EROSION
IMMEDIATELY UPON PLANTING AND SHALL BE PERMANENTLY
MAINTAINED. SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED
WITH TURF GRASS AND SHALL REQUIRE THE PLANTING OF
GROUNDCOVER TO STABILIZE ANY DISTURBED SOIL.
3.THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED
PLANTED MATERIAL IN GOOD HEALTH. ANY DEAD, UNHEALTHY, OR
MISSING PLANTS MUST BE REPLACED IN A NUMBER CONSISTENT
WITH THE REQUIREMENTS.
4.THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED
PLANT MATERIAL IN GOOD HEALTH FOR THE DURATION OF THEIR
USE OF THE PROPERTY. ANY DEAD, UNHEALTHY, OR MISSING
PLANTS MUST BE REPLACED WITH LOCALLY ADAPTED VEGETATION
WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE
GARNER UDO AND THE TOWN OF GARNER PLANTING MANUAL.
5.THE OWNER IS RESPONSIBLE FOR FOLLOWING ACCEPTED PLANTING
PRACTICES FOR ALL REQUIRED PLANT MATERIAL AND SHALL AVOID
EXCESSIVE PRUNING OF SAID MATERIAL. EXCESS PRUNING IS
DEFINED AS REMOVAL OF MORE THAN 25% OF THE CROWN OR
ROOT SYSTEM. FAILURE TO CONFIRM TO STANDARD PRUNING
PRACTICES; OR CUTTING OTHER THAN FOR HAZARD, UTILITY OR
MAINTENANCE PRUNING,. ILLEGALLY PRUNING TREES MUST BE
REPLACED WITH TREES PROPORTIONAL TO THE TREE DAMAGED
WITH THE MINIMUM REPLACEMENT CALIPER SIZE OF 3" CALIPER IN A
200 SF PLANT BED REQUIRED.
6.SHOULD SIGNIFICANT AMOUNT OF LANDSCAPING USED TO MEET
THE REQUIREMENTS OF THIS SECTION BE LOST DUE TO UNUSUAL
CAUSES OR CATASTROPHE, THE OWNER OF THE PROPERTY SHALL
SUBMIT A PLAN DETAILING HIS/HER INTENT IN REPLACING LOST
MATERIAL. REPLACEMENT MAY OCCUR ON A PHASED BASIS AS
APPROVED BY THE PLANNING DIRECTOR. MAXIMUM ALLOWED IN
THE PHASING PROGRAM IS 3 YEARS FROM THE SUBMITTAL OF
PLANS TO THE TOWN.
MAINTENANCE NOTES
XXXX
X
XXX
X
X
SCM
4' FENCE
EVERGREEN
SHRUBS
36" O.C.
STORMWATER CONTROL MEASURE SCHEMATIC
N.T.S.
NOTE: FENCING AND LANDSCAPING FOR PROPOSED STORMWATER
CONTROL MEASURE SHALL MEET TOWN OF GARNER REQUIREMENTS.
EXAMPLE FENCE DETAIL SHOWN ON THIS SHEET.
GATE
X FENCE LINE
OREGO
N

T
R
L 8''
SANFMFM
FM
FM
FM
FM
FM
F
M
F
MFM FMFMFMNEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DRROAD L ROAD MROAD AR
O
A
D

O
R
O
A
D

PROAD P
ROAD Q
ROAD P
ROAD PROAD N30' x 66
30' x 66'
30' x 66'30' x 66'
XXX
471(A)
468(A)
469(A)
470(A)
467(A)
508(A)
507(A)
506(A)
505(A)
479(A)
478(A)
483(A)
482(A)
481(A)
480(A)
476(A)
475(A)
477(A)
489(A)
488(A)
487(A)
486(A)
485(A)
484(A)493(A)
492(A)
491(A)
490(A)494(A)499(A)
498(A)
497(A)
496(A)
495(A)
503(A)
502(A)
501(A)
500(A)
460(A)
459(A)
458(A)
457(A)461(A)466(A)
465(A)
464(A)
463(A)
462(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
504(A)
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66
30' x 66
30' x 66
30' x 66
XX
XX
XXXX X
X
1(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
118(B)
30' x 66'
30' x 66'
30' x 66'
30' x 66'XX
X
X
X
X
XX X
X
X
X
X X XX8''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''W8''W8''
W
8''
W
8''W
8
'
'W
8
'
'W8''W8''W8''W8''W8''W8''W
8''
W
8''W
8''W
8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
6''W
S
S
SS
S
S
S
SS
S
S
SS
S
S
S
SSSSSS
S
S
SANSANSAN
SAN
SANS
A
N
S
A
N
SANS
A
NSANSANSANSAN
SAN
SAN
SANSANSAN30' CITY OF RALEIGHPUBLIC UTILITY EASEMENT10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
2 MARKED GRAVES
WITH FENCE
25' PER
I
M
E
T
E
R

S
E
T
B
A
C
K
25' PERIMETER SETBACK35' PERIMETER BUFFER35'

E
N
H
A
N
C
E
D

S
T
R
E
E
T
S
C
A
P
E
25'

P
E
R
I
M
E
T
E
R

S
E
T
B
A
C
K35' ENHANCED
STREETSCAPE25' PER
IMETER
SETBACK25' PERIMETER SETBACK10' LANDSCAPE
EASEMENT
10' LANDSCAPE
EASEMENT
10' LANDSCAPE
EASEMENT
10' LANDSCAPE
EASEMENT
NSY
NSY
NSY
NSY
UPA
UPA
UPA
UPA
UPA
UPA
UPA
UPA
OVI
OVI
OVI
OVI
UAM
UAM
UAM
UAM
SAL
SAL
SAL
SAL
SAL
CBE
CBE
CBE
CBE
CBE
CBE
CBE
CBE
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 2
DRY
DETENTION
POND 1
20' PRIVATE
DRAINAGE
EASEMENT
MATCHLINE C5.1
MATCHLINE C5.2
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C5.1 LANDSCAPE PLAN SHEET 1 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE LINE
FMFMFMFM
ROAD F ROAD BROAD BROAD B
ROAD J
ROAD K
ROAD IROAD AR
O
A
D

O
ROAD NROAD N40' x 63'
50' x 56'
50' x 56'
50' x 70'
381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
440(A)
437(A)
438(A)
439(A)441(A)
436(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)
425(A)
424(A)428(A)
427(A)429(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
471(A)469(A)467(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
521(A)
520(A)
519(A)
518(A)
517(A)
516(A)
508(A)
507(A)
506(A)
510(A)
509(A)
476(A)
475(A)
474(A)
473(A)
472(A)
477(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)
432(A)
431(A)
430(A)
435(A)
434(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
512(A)
511(A)
515(A)
514(A)
513(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
459(A)457(A)461(A)466(A)464(A)462(A)
224(B)
227(B)
226(B)
233(B)232(B)231(B)230(B)
229(B)
228(B)
243(B)239(B)240(B)241(B)242(B)244(B)
225(B)
238(C)
237(C)
236(C)
235(C)
234(C)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
135(C)
136(C)
137(C)
130(C)
138(C)
131(C)
139(C)
132(C)
140(C)
133(C)
134(C)
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)8''W8''W8''W8''W8''W8''W8''W
8''
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W6''W6''W8''
W
8''
W
8''
W
8''
W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
8''W 8''W 8''W 8''W
8''W SSSS
S SS
S SSS
SS
S
S
S
SSS
SSSSS
S
S
S
S
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SANSANSAN SAN
SAN
SAN
SAN
SAN SANSAN
SAN SANSANSANSANSANSANSANSAN SANSANSANS
A
N
S
A
N
SAN
SAN SANSANSANSANSANSANSANSAN
SAN SANSAN
30' CIT
Y

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F

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A
L
E
I
G
H
PUBLIC

U
T
I
L
I
T
Y

E
A
S
E
M
E
N
T
WETLANDS
MAIL KIOSK25' PERIMETER BUFFER35' PERIMETER BUFFERFUTURE
AMENITY
CENTER 25' PERIMETER SETBACK10' LANDSCAPE
EASEMENT
NSY
NSY
NSY
UPA
OVI
OVI
OVI
OVI
UAM
UAM
SAL
SAL
SAL
SAL
SAL
SAL SAL SAL
SAL
CBE
CBE
CBE
CBECBE
CBE
CBE
CBE CBE
CBE
CBECBE
CBE
CBE CBE CBE
CBECBE
CBE
CBE
QLY
QLY
QLY
QLY
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 4
DRY
DETENTION
POND 3
MATCHLINE C5.2
MATCHLINE C5.3
MATCHLINE C5.1
MATCHLINE C5.2
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C5.2 LANDSCAPE PLAN SHEET 2 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE LINE
ROAD DROAD E
LAPORTE PATH
ROAD D
ROAD G
ROAD H
ROAD BROAD B40' x 63'
30' x 66'
40' x60'
254(B)
272(B)
253(B)262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)293(B)291(B)
275(B)
292(B)
274(B)
320(B)312(B)
305(B)297(B)
319(B)311(B)
304(B)296(B)
318(B)310(B)
303(B)295(B)
317(B)309(B)
302(B)294(B)
316(B)308(B)
301(B)
315(B)
300(B)
322(B)314(B)
307(B)299(B)
321(B)313(B)
306(B)298(B)
224(B)
208(B)
223(B)
207(B)
222(B)
206(B)
205(B)
220(B)
204(B)
219(B)
211(B)
203(B)
218(B)
210(B)
217(B)
216(B)
215(B)
214(B)213(B)
212(B)
243(B)239(B)240(B)241(B)242(B)
245(B)
264(B)
263(B)261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)273(B)271(B)
349(B)
348(B)
350(B)351(B)352(B)353(B)354(B)355(B)356(B)358(B)
279(B)
258(B)
244(B)
323(B)
324(B)
252(B)251(B)250(B)249(B)248(B)247(B)246(B)
209(B)
357(B)
143(C)
151(C)
144(C)
152(C)
145(C)
153(C)
146(C)
154(C)
147(C)
155(C)
140(C)
148(C)
156(C)
141(C)
149(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
30' x 66'30' x 66'30' x 66'30' x 66'30' x 66'
202(B)XXXXXX
X
X
X XXXXXXX
X
XXX X
8''W8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W6''W6''W6''W6''W6''W6''W6''W6''W8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
6''W6''W6''W6''W6''W6''W6''W6''W
6''W6''W6''W6''W6''W6''W6''W6''W6''W
8''W8''W8''W8''W8''W8''W8''W8''W8'
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SSS
SSS
SSS
SS SSS
SSSSS
S
SSSSS
S
S
SS
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SAN
SANSANSANSANSANSANSANSAN
SANSANSANSAN
SANSAN
SANSANSANSAN
SANSANSANSANSANSAN
S
S
S30' CITY OF RALEIGHPUBLIC UTILITY EASEMENT50'
NEUSE
RIPARIAN
BUFFER
ZONE 2
NEUSE
RIPARIAN
BUFFER
100 YR
FLOOD PLAIN
ZONE 1 NEUSE
RIPARIAN
BUFFER
25' PERIMETER SETBACK25' PERIMETER SETBACK10' LANDSCAPE
EASEMENT
10' LANDSCAPE
EASEMENT
10' LANDSCAPE
EASEMENT
NSY
NSY
NSYNSY
NSY NSY
NSY
NSY
NSY
UPA
UPA
UPA
UAM
UAM UAM
UAMUAM
UAM
UAM UAM
UAM
QLY
QLY
QLY
QLY
QLY
QLY
QLY
QLYQLY
QLY
QLY
QLY
QLY
QLY
QLY
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
VARIABLE
WIDTH PUBLIC
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
DRY
DETENTION
POND 5
MATCHLINE C5.3
MATCHLINE C5.4
MATCHLINE C5.2
MATCHLINE C5.3
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C5.3 LANDSCAPE PLAN SHEET 3 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE LINE
SWIFT CREEKSWIFT CREEKFMROAD BROAD D
LECLAIRE CIRCLE
ROAD BROAD CROAD DROAD B40' x 63'
40' x60'
203(B)
200(B)199(B)198(B)197(B)
359(B)
349(B)
348(B)
347(B)
346(B)
345(B)
344(B)
343(B)
342(B)
341(B)
340(B)
339(B)
338(B)
337(B)
350(B)351(B)352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
329(B)
336(B)
323(B)
324(B)
325(B)
326(B)
327(B)
328(B)
333(B)
330(B)
331(B)
332(B)
335(B)
334(B)
357(B)
187(C)
163(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
160(C)
161(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
179(C)
202(B)
201(B)
195(B)
196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)XXXX X
X
XXXX
X
X
8''W8''W8''W8'
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8''
W
8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
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S
S
S
S
S
S
S
SSANSANSANSANSANSANSAN SAN
SAN SANSANSANSANSANSANSANSANSANSANSANSANSAN
S
SAN
S
60'
C
I
T
Y

O
F

R
A
L
E
I
G
H
PUB
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I
C

U
T
I
L
I
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Y

E
A
S
E
M
E
N
T 30'
C
ITY
OF
RALE
IGHPUBLIC
UT
IL
ITY
EASEMENT30' CITY OF RALEIGHPUBLIC UTILITY EASEMENT25' PERIMETER
SETBACK
CONSERVATION
BUFFER
WETLANDS
30' PUBLIC
GREENWAY
EASEMENT
25' PERIMETER SETBACK10' LANDSCAPE
EASEMENT
NSY
NSY
NSY
UPA
UPA
UPA
UPA
UAM
UAM
QLY
QLY
QLY
QLY
QLY
QLY
QLY
QLY
QLY
QLY
VARIABLE WIDTH PUBLIC
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE
DRAINAGE
EASEMENT
20' PRIVATE DRAINAGE
EASEMENT
DRY
DETENTION
POND 6
20' PUBLIC ACCESS &
MAINTENACE EASEMENT
MATCHLINE C5.3
MATCHLINE C5.4
1"=60'
0
SCALE 1"=60'
120'60'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83C5.4 LANDSCAPE PLAN SHEET 4 OF 4LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
X FENCE LINE
X
X
X381(A)
382(A)
383(A)
384(A)
380(A)
388(A)
387(A)
386(A)
385(A)
389(A)
440(A)
437(A)
438(A)
439(A)
441(A)
436(A)410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)425(A)
424(A)
428(A)427(A)
429(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
471(A)
468(A)
469(A)
470(A)
467(A)
528(A)529(A)
530(A)531(A)
532(A)
527(A)
521(A)
520(A)519(A)
518(A)517(A)
516(A)
508(A)
507(A)506(A)
505(A)
510(A)
509(A)
479(A)478(A)483(A)482(A)
481(A)480(A)
476(A)
475(A)474(A)
473(A)472(A)
477(A)
489(A)
488(A)
487(A)486(A)
485(A)484(A)
377(A)
376(A)
375(A)
379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)432(A)
431(A)430(A)
435(A)434(A)370(A)
374(A)
373(A)
372(A)
371(A)
368(A)
367(A)
366(A)
365(A)
369(A)
404(A)
402(A)
403(A)
405(A)
401(A)
493(A)492(A)
491(A)
490(A)
494(A)
526(A)
525(A)524(A)
523(A)522(A)
512(A)511(A)
515(A)
514(A)513(A)
499(A)
498(A)497(A)
496(A)
495(A)
503(A)502(A)
501(A)500(A)
445(A)
444(A)
443(A)
442(A)
446(A)
451(A)
450(A)
449(A)
448(A)
447(A)
455(A)
453(A)
454(A)
456(A)
452(A)
460(A)
459(A)458(A)
457(A)
461(A)
466(A)
465(A)
464(A)463(A)
462(A)
254(B)
272(B)
253(B)
262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)
293(B)
291(B)
275(B)
292(B)
274(B)
320(B)
312(B)305(B)
297(B)
319(B)
311(B)
304(B)
296(B)
318(B)
310(B)
303(B)
295(B)
317(B)
309(B)
302(B)
294(B)
316(B)
308(B)
301(B)
315(B)
300(B)
322(B)
314(B)
307(B)
299(B)
321(B)
313(B)
306(B)
298(B)
224(B)
208(B)
223(B)
207(B)
222(B)
206(B)205(B)
220(B)
204(B)
227(B)
219(B)
211(B)
203(B)
226(B)
218(B)
210(B)
233(B)
217(B)
232(B)
216(B)
200(B)
231(B)
215(B)
199(B)
230(B)
214(B)
198(B)
229(B)
213(B)
197(B)
228(B)
212(B)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
359(B)
243(B)
239(B)
240(B)
241(B)
242(B)
245(B)
264(B)263(B)
261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)
273(B)
271(B)
349(B)348(B)347(B)346(B)345(B)344(B)343(B)342(B)341(B)340(B)339(B)338(B)337(B)350(B)
351(B)
352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
279(B)
258(B)
329(B)
244(B)
336(B)
74(B)
16(B)
15(B)
18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
323(B)324(B)325(B)326(B)327(B)328(B)
333(B)
330(B)331(B)332(B)
335(B)334(B)
252(B)
251(B)
250(B)
249(B)
248(B)
247(B)
246(B)
225(B)
209(B)
49(B)
357(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)32(B)33(B)34(B)35(B)
39(B)
51(B)
52(B)
55(B)54(B)53(B)
57(B)56(B)
29(B)
83(C)
238(C)
237(C)
236(C)
235(C)
187(C)
163(C)
234(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
103(C)
104(C)
105(C)
106(C)
107(C)
100(C)
108(C)
101(C)
109(C)
102(C)
110(C)
89(C)
88(C)
75(C)
77(C)
78(C)
135(C)
143(C)
151(C)
136(C)
144(C)
152(C)
137(C)
145(C)
153(C)
130(C)
138(C)
146(C)
154(C)
131(C)
139(C)
147(C)
155(C)
132(C)
140(C)
148(C)
156(C)
133(C)
141(C)
149(C)
134(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
79(C)
161(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
504(A)
221(B)
179(C)
1(B)
202(B)
201(B)
195(B)196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
118(B)
126(B)
XX
XX XX
XXX XXXXXXXX
XXXXXXXXXXZONE 'AE
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DR
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DETENTION
POND
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DETENTION
POND
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POND
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DETENTION
POND
DRY
DETENTION
POND ROAD DLECLAIRE CIRCLEROAD

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N SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANSSSS8''W
8''W
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DETENTION
POND
50' NEUSE
RIPARIAN
BUFFER
ZONE 2
NEUSE
RIPARIAN
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CONSERVATION
BUFFER
WETLANDS
WETLANDS
WETLANDS
EXISTING
PUMP
STATION
100 YR
FLOOD
PLAIN
10' PUBLIC
SIDEPATH
EASEMENT
(TYP)
30' PUBLIC
GREENWAY
EASEMENT
60' CITY OF
RALEIGH
PUBLIC SEWER
EASEMENT
30' CITY OF
RALEIGH PUBLIC
UTILITY EASEMENT
ZONE 1
NEUSE
RIPARIAN
BUFFER
MAIL
KIOSK
STREET LIGHT,
TYP
STREET LIGHT,
TYP
STREET LIGHT,
TYP
STREET LIGHT,
TYP
STREET LIGHT,
TYP
STREET LIGHT,
TYP
STREET LIGHT,
TYP
1" = 200'
0
SCALE 1"=200'
400'200'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
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D. KIRKFOR RE
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ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020NAD 83
C6.0 LIGHTING PLANLEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PERIMETER SETBACK
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
BUILDING SETBACK
PROPOSED ROAD CENTER
PHASE LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
RECREATIONAL OPEN SPACE
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
PROPOSED 5' SIDEWALK
COMMON OPEN SPACE
MAIL KIOSK - PRIVATE LIGHT
LED STREET LIGHTS
(9,500 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LEGEND
X FENCE LINE
1\\
1 OSC 26 ,1
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0.0\ 0.0 .0 +0.0 .0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.1 1 2.1 2.5 .1 1.8 1. 0.7 0.6 0.7 6 0. 0.3 0.1 0.0 0 0 .0 .0 0.0 0.0 0. 0.0 .0 0.0 0.0 0.0
+ + +0 + + + +0. + +0. + +0. + +0. + + + + + + * * * * * * * + + + + + + + + + + + + + + + + + + +
0.0 0 .0 0.0 0.0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0.0 0.0 0.1 .5 9 1. .2 2. 1. 7 7 8 1.0 7 0.3 0.1 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0
+ + + + + + + + + + + + + + + + * * * * ° * * * * * + + + + + + + + + + + + + + + + + ISOFOOTCANDLE CURVES
0.0 0.0 0.0 0 0 0.0- 9a 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 1. 2.0 .9 4 0. 0.8 4 1. 1.2 .3 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0
\
0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 �.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0. 8 .0 1.9 9 1.6 0 9 8 1. 1 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 FIXTURE: PEDESTRIAN LED
MOUNTING HEIGHT: 16 FT POLE ASSY # LPOLE-DB-FG-20FT-BLK-= P
+ + + + + + + + + + + + + + + + + + + * * * * x * * * + + + + + + + + + + + + + + +0.
+0.
+0.
+0.
+ LIGHT SOURCE: 50W LED'S, 4000K (EANB) ASSY # LFIX-SBX-LED-50-BLK-IV-B PVTL - PVT-P
C 0.0 O.0 ,Pi-O o� 0.0 0.0 0.0 0.0 0.0 O.0 0.0 '6-0 .0.0 0.0 0.1 0. 0. 1.1 1.5 4 .7 0. 0. 8 1. 0.3 0. 0.0 .0 0 0.0 0. 0.0 0.0 0.0 0.0 0 0. 0 0 0.0 0.0 0.0 0.0 0.0
\ \ PATTERN: TYPE IV, B1-UO-G1(zero light at or above 90 degrees)
0.0 0.0 '010 0.0 0.0 0.0 0.0 6`.-G' 0.0�lo.0 0.0 0.0 0.0 0.0 O.OI'�1 .7 .9 0.9 0.7 6 0.7 .7 1. 5 0.1 O.O O. O. O O.O O 0.0 O.O O O.O •0 0•0 0•0 0.0 0•0 0•0 0•0 NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND
+0.0 + /0 +0.0 +o.0 +o.0 +o.0 +0.0 +o.0 +o.0 +o.0 +0.0 +o.0-4 0 +o.0 +0.0 Q.1 1.6 1. *1.0 1 1 * * * .6 *0. 7 + 5 +0 1 +O.O +0. +O + .O +O O +O. +0. + In 0 +O O + +O +O.O +0.0 +O.O +0.0 +0.0 +0.0 +0.0 LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
\ A . DIVIDE THE READINGS BELOW BY .85.
0.0 0.0 0.0 O.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.- 2. 1.6 1.5 1.5 1. 0 0.7 0. 01. 3 0.2 0.1 0. 0.0 O. 0.0 0 0. 0. 0.0 .0 0. 0.0 .0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
+0. + 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + 2 +1. * * .9 *2.3 2.3 *1.7 *1.6 0. * .7 * + + + + + + +o. +0.0 + + .o +o. o + . +0 + .o + . +o +0. 0 +o.o +0.0 +o.o +o.o +o.o +o.0 +o.0 80 A @ 16' B @ 16'
+++++++++++++++ +****** **** + + + ++ + ++++++ ++++++
0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .0 2.0 1.7 1. 1.� 7 7 1.3 1. 1. 3 0. 0.0 0 .0 0. 0. 0 0 0.0 .0 0.0 0 0.0 0.0 0.0 o.0 0.0 0.0
+ + + + + + + + + + + + + + + * * * * * * + + + + + + + + + + + + + + + + + SINGLE BKT ASSY
0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 5 0.9 1. 0 7 0 0.8 .6 0 . 1.6 1. 4 0 0.0.0 0. 0. 0 0 0.0 0.0 0. In 0.0 0. 0. 0.0 0.0 0.0 0.0 0.0 '° # LBKT-TOP-101N-BLK-3T-SGL P
+0.0 +0.0.+x.O +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 + *0.5 * .7 *0 *0.6 *0. * * .6 *0. * *0. 1.9 + .5 +0.2-+0.1 +0.0 +0 +0. + .0 +0.0 +0.0 +0.0 +0.0 + .0 .0 +0. +0.0 +0.o +0.o +0.o +0.0 +0.0 TWIN BKT ASSY
# LBKT-TOP-101N-BLK-3T-DBL-180DEG- -P
O.OI .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0. 0 0 7 0.8 0.9 0.7 .6 0. 0. In 0. 0.&.1 0.0 .0 0.0 0.0 0.0 0.0 0.0 0. 0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1 1.6 .4 .6 6 0.9 1.7 1. 6 3 0.1 0. 0.0
+ * * * +
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�0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 1.4 0.3 .1 0.0 0.0 0.0 0.0 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -80
/ -ao -ao ° ao so
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 .3 6 0. 4�1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LEGEND (OUTER to INNER): 0.100, ; z00 , 0.300
0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 o.0 0.0 O.0 0.0 0.0 0.0 0.0 o.0 0.0 0 0 01 0. 0 +. 2 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.
+ + + + + +
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+ + +
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+ + +
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o.0 0.0 0.0 0.�+ + + + + + + +
0.0 o.0 0.0 o.0 0.0 0.1 o.1 0.1 0.1 o.0
+ + + + + + + + +
0.0 0.0 o.0 0.0 0.0 0.0 0.0 o.0 o.0
+
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+
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x�x�x�X�x
+ + + + + +
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+ + +
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+ + + + + + + + + + + + +0. + + +
0. 0 0.0 o.0 0.0 0.0 o.0 o.0 0.0 o.0 o.0 0.0 0 0.0 0.0 o.0
+ + + + + + + + +
0.0 0.0 o.0 0.0 0.0 o.0 0.0 0.0 0.0
+
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+
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+
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+
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+ + + + + + + + +
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
+
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+
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0.0
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+
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+ + + + +
0.0 0.0 0.0 0.0 0.0
.
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+
0.0
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+
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+
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+
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+
0.0
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� MEN ■ ■ ■ ■ ■ M ■ wa
I
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LIGHTING DESIGN TOLERANCE
The calculated footcandle light levels in this lighting design are predicted values
and are based on specific information that has been supplied to Duke Energy
Progress. Any inaccuracies in the supplied information, differences in luminaire
installation, lighted area geometry including elevation differences, reflective
properties of surrounding surfaces, obstructions (foliage or otherwise) in the
lighted area, or lighting from sources other than listed in this design may
produce different results from the predicted values. Normal tolerances of voltage,
lamp output, and ballast and luminaire manufacture will also affect results.
Customer approval
DISTANCE CALIBRATION (INCHES)
0 0, 5 1.0 2.0 3.0
/
/
/
Date
4.0
V
DUKE
ENERGY
PROGRESS
R
Statistics
Description
Symbol
Avg
Max
Min
Max/Min
Avg/Min
Overall Grid
+
0.3 fc
2.5 fc
0.0 fc
N/A
N/A
Parking
`,K
1.2 fc
2.5 fc
0.5 fc
5.0:1
2.4:1
Schedule
Symbol
Label
Quantity
Description
Number
Lamps
Lumens Per Lamp
Light Loss Factor
A
12
LED 50w Shoebox - Type III - 4000K
1
4300
0.85
1
LED 50w Shoebox - Type III - 4000K
1
4300
0.85
B
PROPRIETARY & CONFIDENTIAL
I---------
This document together with the concepts and designs presented herein, presented as an instrument
of service, is the sole property of Duke Energy Progress, and is intended only for the specific
purpose and prospective client as stated in the title block of this drawing. Any use, copying,
reproduction or disclosure of the drawing, design or any information contained herein by the
prospective customer or other entities, including without limitation, architects, engineers, or equipment
manufacturers is hereby expressly prohibited and shall not be permitted absent prior written consent
from, and payment of compensation to Duke Energy Progress. Duke Energy Progress disclaims any
liability or responsibility for any unauthorized use of or reliance on this document.
MAGNOLIA PARK MAIL KIOSK
GARNER,NC
SITE LIGHTING PLAN
Designed by DEP LIGHTING SOLUTIONS
Reviewed by T. Ferguson Scale 1" = 30'
Date 04/02/2020 Size "Arch D"
Description
LED 50w Shoebox
Drawing No.
20-0113A Sht. 1 OF 1

24' \ 403(A) O /i / / / TOWN OF GARNER LANDSCAPE REQUIREMENTS:
O 24'
\ \ 2,
^ \ \ \ ? \ \ ` C) 7' ;' co 7.1 - D.1 a. ALL PLANT MATERIAL INSTALLED MUST MEET STANDARDS SET BY AMERICAN ASSOCIATE OF NURSERYMEN, INC., "STANDARDS FOR
j82(A) ^ \ \ \ 24' \ ^ ; 7 / NURSERY STOCK".
oQ 378(A) \ 24' ` \ �\ 4o5(A 7;7 / / b. THE MINIMUM NUMBER OF PLANTS REQUIRED, REGARDLESS OF AREA CALCULATIONS, IS THREE TREES AND 20 SHRUBS.
^ O 4, - �\ % ' •' c. A MINIMUM OF TEN PERCENT OF THE REQUIRED LANDSCAPE INSTALLATION BASED ON THE TOTAL PLANT POINTS FOR THE ENTIRE
j80(A) �`^ 2 \ \ 24' `\ /l SITE SHALL BE INSTALLED NEXT TO THE BUILDING.
O / •; / /
41*
O 22 \ \ �24 \ ` / / / / ' 7.1 - K.8.a-b PLANTING REQUIREMENTS - 15' PERIMETER BUFFER
379(A) ^O 24' \ \ 22' / j • /� ONE TREE PER 200 SF OF BUFFER = 1,110 SF =200 SF = 5.5 OR 6 TREES REQUIRED
24r \ \ ` 2 , \ ■ ; / TREES PROVIDED: 20% DECIDUOUS OVERSTORY TREES = 1 TREE, @ 2.5" CALIPER MINIMUM
• ' r 00
C \ \
22r , �.1 377(A) ^ OS� 15 ``�� / E EIGHT MINIMUM
30% DECIDUOUS UNDERSTORY /LARGE SHRUBS 2 TREES @ 8' H
r ` ^ `' ``^ \ 3s, I . !. /� 50% LARGE EVERGREEN TREES = 3 TREES @ 8' HEIGHT MINIMUM
s 24,
373(A) ly ONE EVERGREEN SHRUB* PER 50 SF OF BUFFER = 1,110 SF =50 SF = 22.2 OR 23 SHRUBS REQUIRED
. . ,•..�. , ���4, A O � � �� 24, \ � SHRUBS PROVIDED: 23 36" HEIGHT MINIMUM
s 375(A) O \ j 3 / *EVERGREEN SHRUBS SHALL REACH SIX FEET WITHIN TWO YEARS OF PLANTING
;s. 2 ,1.�_< _ : O 371(A)
1 ' co /
i , ' •" � / \ ^ Q C 7.1 - L.2.c. PLANTING REQUIREMENTS -STREET YARDS
(
r • .R : ' -1.. ^ O \ �- • \\ �4,779 SF + 1,761 SF = 6,540 SF TOTAL x 0.06 POINTS/SF OF STREET YARD = ± 393 POINTS
s. ) /
\ \ \ /� 1 • / (3) FIFTY PERCENT OF ALL REQUIRED POINTS IN STREET YARDS SHALL BE SUPPLIED BY TREE, AND 50 PERCENT OF ALL REQUIRED
".'A 372(A) ^ \.. /y POINTS IN STREET YARDS SHALL BE SUPPLIED BY SHRUBS.
` \' \ S • d �' .24'-' ! -.
:f •. Q� 368(A) \ ` \ \ / 50% x 393 = ± 196.5 POINTS SUPPLIED BY TREES AND ± 196.5 POINTS SUPPLIED BY SHRUBS
'\ f : •..s' 24%• 0SC 26 \ �/ /� TREES: TOTAL POINTS PROVIDED = 198
370(A) Q) /; / - 2.5" CALIPER LARGE CANOPY TREE = 32 POINTS x 5 STREET TREES PROVIDED = 160 POINTS
2)I 1 s. / sf • l - 1" CAL. SMALL CANOPY TREE = 15 POINTS x 2 TREES PROVIDED = 30 POINTS
366(A)
i • / /� .75 "CAL. SMALL CANOPY TREE = 8 POINTS x 1 TREE PROVIDED = 8 POINTS
Z4 369(A) O O SHRUBS: TOTAL POINTS PROVIDED = 198
`\ /
O / / / / - 10-GAL. SHRUB = 10 POINTS x 3 SHRUBS PROVIDED = 30 POINTS
?�''.. ;� \ , \ .s ,2;• ;. s .• . ^ 1 , / - 5-GAL. SHRUB = 6 POINTS x 22 SHRUBS PROVIDED = 132 POINTS
` \Rp • s s 367(A) V.- / O 3-GAL. SHRUB = 3 POINTS x 12 SHRUBS PROVIDED = 36 POINTS
st.24' O / / (4) REQUIRED BUFFER PLANTINGS, REQUIRED STREET TREES, REQUIRED STREET YARD PLANTINGS, AND REQUIRED VEHICULAR
/ ' / SURFACE AREA (VSA) PLANTINGS MAY BE CREDITED AT 100 PERCENT TOWARDS STREET YARD PLANT POINT REQUIREMENTS.
• i ' • ' �! `` �' i s • . 1. NHS) \ ` � � � 365(A � / / /
c�J, , 7.1 - LA.a. DESIGN REQUIREMENTS - VEHICULAR SURFACE AREAS
> > \ i •• �. ` ^, s 1 / s.� / (1) LANDSCAPE ISLANDS SHALL BE EVENLY DISTRIBUTED THROUGHOUT THE VEHICULAR SURFACE AREAS FOR MAXIMUM SHADE. NO
� � � \ , t ... � . �' ,�t : • PARKING SPACE SHALL BE MORE THAN 65 FEET FROM THE TRUNK OF A DECIDUOUS OVERSTORY TREE.
(4) LANDSCAPE PLANTING AREAS ADJACENT TO VEHICULAR SURFACE AREAS AND PERPENDICULAR TO PARKING SPACES SHALL BE A
MINIMUM OF TEN FEET IN WIDTH. UNLESS A PARKING SPACE CONTAINS A SPECIFIED WHEEL STOP, TREES AND SHRUBS SHALL BE A
\� /� �� \ t s ��, `� •i / Dcg / N / MINIMUM OF FIVE FEET FROM THE EDGE OF THE PAVEMENT.
s
7.1 - LA.b. PLANTING REQUIREMENTS - VEHICULAR SURFACE AREAS
(1) SCREENING OF VEHICULAR SURFACE AREA FROM ADJACENT PUBLIC RIGHTS -OF -WAY OR PRIVATE STREETS IS REQUIRED. ONE
A \ ! .. / HUNDRED PERCENT OF THE VEHICULAR SURFACE AREA REQUIREMENTS CAN BE APPLIED TOWARD YARD AND BUFFER PLANTING
+ + + + + -'/ + �` `\ \ \ )8, " ` ` ` \ ` REQUIREMENTS IF THE PLANTING USED TO MEET SPECIFIC YARD AND BUFFER PLANTING REQUIREMENTS DO NOT ADEQUATELY
STREET YARD + + + / \ , .� PROVIDE THE PROPER SCREENING.
+/- 4,779 SF `\` I 4 j 4 •s `�- t (a) VEHICULAR SURFACE AREAS SHALL HAVE A VISUALLY MODIFYING YEAR-ROUND SCREEN THAT SCREENS A MINIMUM OF 75
`�`` PERCENT OF THE VEHICULAR SURFACE AREA FROM THE PUBLIC RIGHT-OF-WAY AND PRIVATE STREET. THE SCREEN SHALL
`~� 1 HAVE A MINIMUM HEIGHT OF 18 INCHES AT PLANTING. THE SCREENING MUST REACH A HEIGHT OF THREE FEET WITHIN TWO
` • 15' STREET BUFFER FOR CLASS 3 USES YEARS OF PLANTING.
ACROSS ADJACENT STREET. PROPOSED STREET TREE, TYP. / \•• \ 4' (d)LANDSCAPE PLANTING AREAS ADJACENT TO VEHICULAR SURFACE AREAS AND PERPENDICULAR TO PARKING SPACES SHALL
x , � .
VEHICLE USE AREA SCREENING REQUIRED. / �/ I SEE SHEET C5.2 FOR IDENTIFICATION / BE A MINIMUM OF TEN FEET IN WIDTH. UNLESS A PARKING SPACE CONTAINS A SPECIFIED WHEEL STOP, TREES AND SHRUBS
\ SHALL BE A MINIMUM OF FIVE FEET FROM THE EDGE OF THE PAVEMENT.
4VSA 10,000 TO 40,000 SF SURFACE AREA = 6 PERCENT REQUIRED LANDSCAPING AREA
/ _kfz VSA LANDSCAPING AREA REQUIRED: ± 32,800 SF x 6% _ ± 1,968 SF
15' WIDE PERIMETER LAND USE BUFFER / + I\ I `� _ / VSA LANDSCAPING AREA PROVIDED: ±4,548 SF
FOR ADJACENT CLASS 3 USES ~ �%
PROPOSED MAIL KIOSK \ O �, I / _ i .
/ VEHICLE USE AREA, TYP. :..
STREET YARD
+/- 1,761 SF \ T`
\ ,/
20' PRIVATE
DRAINAGE EASEMENT / O LANDSCAPE AREA, TYP.
WHITE OAK
O
\ ,,... 0 PROPOSED PARKING AREA
FOR MAIL KIOSK & FUTURE AMENITY
�(+`7� O ..-. (SEE CIVIL DRAWINGS)
7 G424" WHITE OAK / O
o
W 16"DOUBLE HITE AK /
O K LU' O 1 /
/ EXISTING TREES
/ TO REMAIN, TYP. O
X f327"WHITEOAK O I \
d 118'DOUBLE ITEOAK \ O
f O
\ `t tY TRWO 12 FOUR T W %i, S O
`411 O
x
TF QAK
DRY DETENTION R
POND 3''
(SEE CIVIL DRAWINGS)
R.t.t' TR' 0 15 to� to 10rr
O o
now what's below.
Call before you dig.
GRAPHIC SCALE
30' 0 15' 30' 60'
( IN FEET)
1 inch = 30 ft.
PROPOSED TRAIL, TYP. /
EXACT LOCATION TBD \ _
120'
V
I
I
65' TREE RADUIS, TYP. s, \
\
LANDSCAPED AREA FOR VEHICLE SURFACE AREA, TYP. ,.. \ >
± 4,548 SIF
5 00r / / V�.
— BEDLINE, TYP.
O
O FUTURE AMENITY CENTER
G/
Bed Edl
1 1/2 - 2 x Rootball _-`
Width TREE PLANTING DETAIL
DRY DETENTION POND 4
(SEE CIVIL DRAWINGS)
Hose Over Guy Wire
,00tball to be 2"
Wish grade
'Layer of Mulch
Wire
i1 Well
x 18" Stake
-.-Finish Grade
Mix or Cultivated
�„�,sturbed Soil
PLANT SCHEDULE: AMENITY PARKING & MAIL KIOSK AREA
TREES
CODE
QTY
BOTANICAL / COMMON NAME
ROOT
CALIPER
SIZE
NOTES
(D
ULM SIP
7
Ulmus parvifolia 'Bosque' / Bosque Chinese Elm
2.5" CAL
B&B
MATCHED
EVERGREEN TREES
CODE
QTY
BOTANICAL / COMMON NAME
ROOT
CALIPER
SIZE
NOTES
JUN ASL
3
Juniperus virginiana 'Greenbelt' / Greenbelt Eastern Red Cedar
B&B
8' HT
FULL TO GROUND
UNDERSTORY TREES
CODE
QTY
BOTANICAL / COMMON NAME
ROOT
CALIPER
SIZE
NOTES
COR KOU
1
Cornus kousa / Kousa Dogwood
B&B
8' HT
MULTI -STEM
LAG CAR
2
Lagerstroemia indica 'Carolina Beauty / Carolina Beauty Crape Myrtle
B&B
.75"
8' HT
LAG CA2
2
Lagerstroemia indica 'Carolina Beauty' / Carolina Beauty Crape Myrtle
B&B
1" CAL.
MATCHED
SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
ROOT
SPACING
MINIMUM HT.
NOTES
CLE JAP
23
Cleyera japonica / Sakaki
3 GAL.
3'
w
ILE JAP
3
Ilex crenata 'Steeds' / Steeds Japanese Holly
10 GAL.
4'
MATCHED
PARKING LOT PERIMETER SCREENING SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
ROOT
SPACING
MINIMUM HT.
NOTES
OILE
BUR
59
Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly
3 GAL.
CONT.
18"
OILE
BU2
22
Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly
5 GAL.
CONT.
2'
JUN NIC
11
Juniperus chinensis'Nick's Compact' /'Nick's Compact' Juniper
5 GAL.
CONT.
18"
LIG SU5
12
Ligustrum sinense 'Sunshine' / Sunshine Ligustrum
Maintain at 3.5' height
3 GAL.
CONT.
18"
BED EDGING DETAIL
or Shrub (typ.)
3" Layer of Mulch
ing Mix or
vated Topsoil
h Grade
Edge min. 4" deep
10" min
SHRUB BED DETAIL
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PROJECT INFORMATION
PROJECT MANAGER:
BB
DESIGNED BY:
BB
DRAWN BY:
BB
PROJECT NUMBER:
HX49.100
ORIGINAL DATE:
04/03/2020
SHEET:
Ll .0

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UGPUGPUGPUGPUGPUGP
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W
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UCATV
UCATV
UCATV
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OHP
OHP
OHP
OHP
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPD UGT
UGT
UFO
UFO
UGT
UGTSS8'' SAN
8'' SAN
8'' SAN
8'' SAN 4'' SANSSSSSSFM1+50
2+00
2+50
3+00
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
11+50
12+00
12+50
8''W8''WFM1+50
2+00
2+50
3+00
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
11+50
12+00
12+50
SCALE 1"=50'
100'50'0 NAD 831.
DEEP x 12-IN DIA. CONCRETE FOOTING.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY STANDARDS
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
3.
SIZEMUTCD STD.SIGN
AND SPECIFICATIONS.
TRAFFIC CONTROL NOTES
R1-1 30"x30"STOP
GENERAL 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 (2006). 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 (2006). 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 (2006). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT
SPECIFICATIONS, AND COMPLIANCE WITH THE PROJECT PLANS AND
SPECIFIACTIONS ARE CRITICAL TO THE PERFORMANCE OF THE
CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE
COURSES OF PAVEMENT TO STABILIZE THE SITE DURING
CONSTRUCTION AT NO ADDITIONAL COST. THE CONTACTOR 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.THE 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.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF
PAVEMENT SHALL BE FREE OF ALL DEFECTS AND DAMAGE.
ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY NCDOT4.
INSPECTOR PRIOR TO SIGN INSTALLATION.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY NCDOT.5.
C7.1 ROAD WIDENING PLANAS SHOWN
STRIPING PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020EXISTING PAVEMENT
25' MIN.
1.5"-0" MILLED SURFACE1-1/2" SURFACE OVERLAY
SAW CUT
S-9.5C
WIDENING
~12-13'
EXISTING PAVEMENT
>6' WIDTH: 10" CABC, 4" I19.0C, 3" S-9.5C
<6' WIDTH: 5" B25.0C, 4" I19.0C, 3" S-9.5C
OVERLAY AREAS: 1.5" SF9.5C
OVERLAY DETAIL
NOT TO SCALE
PAVEMENT SECTION
1-1/2" SURFACE OVERLAY
TO EXISTING CENTERLINE
MILLING DETAIL
NOT TO SCALE
NEW CURB & GUTTER
TTCOHP
OHP
XXCTG
G
G
G
UGP
W
W
W
W
UGP
UGP
UGP
UGP
UGTUGT
GG
G
G
G
G
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W
W
W
W
UFO
UFO
UFO
UFO
OHPUCA
T
V
UCA
T
V
UCA
T
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UCATV
UCATV
UCA
T
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UCATV
UCATV
UCATV
UCATV
UCATV OHP
OHP
OHP
OHP
OH
P
OH
P
OH
P
O
H
P
OHP
UGT
UGT UGT
UGT
UGT
UGT
UFO
UFO
UFO
UFO
UFO
UFO
UGT
UGT UGT
UGT
UGT
UGT
SSFM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FMFMFMFMFMFM8+00
8+50
9+00
9+50
10+00
10+50
11+00
11+50
12+00 12+50 13+00 13+50 14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
OSC 5
XX8+00
8+50
9+00
9+50
10+00
10+50
11+00
11+50
12+00 12+50 13+00 13+50 14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
SCALE 1"=50'
100'50'0 NAD 831.
DEEP x 12-IN DIA. CONCRETE FOOTING.
ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY STANDARDS
ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
3.
SIZEMUTCD STD.SIGN
AND SPECIFICATIONS.
TRAFFIC CONTROL NOTES
R1-1 30"x30"STOP
GENERAL 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 (2006). 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 (2006). 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 (2006). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT
SPECIFICATIONS, AND COMPLIANCE WITH THE PROJECT PLANS AND
SPECIFIACTIONS ARE CRITICAL TO THE PERFORMANCE OF THE
CONSTRUCTED PAVEMENT.
2.THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE
COURSES OF PAVEMENT TO STABILIZE THE SITE DURING
CONSTRUCTION AT NO ADDITIONAL COST. THE CONTACTOR 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.THE 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.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF
PAVEMENT SHALL BE FREE OF ALL DEFECTS AND DAMAGE.
ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY NCDOT4.
INSPECTOR PRIOR TO SIGN INSTALLATION.
CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY NCDOT.5.
C7.2 ROAD WIDENING PLANAS SHOWN
STRIPING PLAN
EXISTING CONDITIONS AND DEMOLITION PLAN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020EXISTING PAVEMENT
25' MIN.
1.5"-0" MILLED SURFACE1-1/2" SURFACE OVERLAY
SAW CUT
S-9.5C
WIDENING
~12-13'
EXISTING PAVEMENT
>6' WIDTH: 10" CABC, 4" I19.0C, 3" S-9.5C
<6' WIDTH: 5" B25.0C, 4" I19.0C, 3" S-9.5C
OVERLAY AREAS: 1.5" SF9.5C
OVERLAY DETAIL
NOT TO SCALE
PAVEMENT SECTION
1-1/2" SURFACE OVERLAY
TO EXISTING CENTERLINE
MILLING DETAIL
NOT TO SCALE
NEW CURB & GUTTER
TPTP
TPTPTPTPTPLODLO
D
LOD
L
O
D
LOD LODLODLO
D
LODL
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D
LOD
LOD
L
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LODLOD
LOD
LODL
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D
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LO
D
LODLO
D
LO
DLOD LODLODLOD LODLODLOD
LOD LODLODLODLOD
LODLODLOD
LOD
LODLO
D
LODLODL
O
DLODLODLODLODLODLO
D
LODLODLODNEW BETHE
L
CHURCH
ROAD
NCSR
2
7
0
3
6
0'
R/
W
SUTTON SPR
INGS
DRMATCHLINE C11.3MATCHLINE C11.4MATCHLINE C11.2MATCHLINE C11.3MATCHLINE C11.1MATCHLINE C11.2243246241242243244258
273276253
25
3
233
233
233233236243243246
241242258
276
277276
1" = 200'
0
SCALE 1"=200'
400'200'
NAD 83
C11.0 OVERALL EROSION & SEDIMENT CONTROL - STAGE 1ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SKIMMER BASIN 1
SKIMMER BASIN 4
SKIMMER BASIN 3 SKIMMER BASIN 2
SKIMMER BASIN 5
SKIMMER BASIN 6
SKIMMER BASIN 7
PHASE 1
PHASE 2
SANITARY SEWER
OUTFALL
SEE NOTE 5
SUPER SILT FENCE
PHASE 1 DISTURBED AREA = 72.33 ACRES
PHASE 2 DISTURBED AREA = 62.93 ACRES
TOTAL DISTURBED AREA = 135.26 ACRES
POTENTIAL TREE
SAVE AREA
STOCKPILE MAINTENANCE PLAN
1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED
AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT
THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
2.IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST
NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE.
3.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING
AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
4.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE (WHERE PRACTICAL).STREAM CROSSING CONSTRUCTION SEQUENCE
1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT, ANDREW LAKE AT (919)
594-0895. PRIOR TO BEGINNING CONSTRUCTION. OBTAIN A LAND-DISTURBING PERMIT.
2.CONTRACTOR WILL ATTEMPT TO COORDINATE CONSTRUCTION DURING A TWO WEEK TIMEFRAME OF DRY WEATHER.
3.SANDBAG DIKE WILL BE CONSTRUCTED ON THE UPSTREAM END WITH A PUMP AROUND USED AS NECESSARY.
4.DE-WATER WORK AREA UTILIZING A FILTER BAG.
5.WHEN PUMP AROUND IS IN USE, THE HOSE WILL CONTAINED IN THE CULVERT TO AVOID CROSSING THE ROAD. AT THE
END OF EACH WORKING DAY, SITE WILL BE CLEARED OF MEASURES TO ALLOW STREAM WATER TO FLOW NATURALLY.
6.BEGIN CLEARING AND GRUBBING, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH
TO A MINIMUM.
7.INSTALL CULVERTS/HEADWALL AND BACKFILL PROPERLY.
8.INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9.STABILIZE ALL DISTURBED AREAS BEFORE REMOVING SANDBAG DIKE UPSTREAM. WHEN CULVERT EXTENSIONS ARE
COMPLETE AND AREAS ARE STABILIZED COMPLETELY, CALL ANDREW LAKE AT [phone] FOR AN INSPECTION BY
THE ENVIRONMENTAL CONSULTANT.
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS NONE
SLOPES STEEPER
THAN 3:1
7 DAYS IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B)
GROUND STABILIZATION
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE
AREA IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING
BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND
ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
BASIN REMOVAL SEQUENCE
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM THE LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
NCDENR SELF-INSPECTION PROGRAM
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
CITY OF RALEIGH
GENERAL NOTES
MAINTENANCE PLAN
1.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT
SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION
CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
2.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25’
FROM ADJACENT PROPERTY LINES.
3.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT
STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
4.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
6.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
7.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE
SHALL BE DIVERTED TO AN APPROVED BMP.
8.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
WAKE COUNTY UDO AND STATE REGULATIONS. ALL SPOIL AREAS
OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT
CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE
COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL.
FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE
PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION
14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
STOCKPILE DESIGN CRITERIA
1.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL
CONSULTANT ANDREW LAKE AT [phone] TO OBTAIN LAND-DISTURBING PERMIT.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES,
TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS
AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION.
3.CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ANDREW LAKE AT [phone] FOR AN
ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT
CONSTRUCTION.
5.INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED
PLAN.
6.STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED
AREAS PER GROUND STABILIZATION TABLE.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ANDREW
LAKE AT [phone] FOR AN INSPECTION.
8.WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT
STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK.
9.REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT
EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS.
10.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT [phone] FOR A
FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF
COMPLETION.
CONSTRUCTION SEQUENCE
1.THE GRADING CONTRACTOR SHALL COMPLY WITH
ALL STATE AND LOCAL CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE.
2.THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH
RAINFALL EVENT OR AS DIRECTED BY LOCAL
AUTHORITIES OR THE ENGINEER.
3.THE GRADING CONTRACTOR SHALL BE
RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY TRACKED SOIL FROM ALL
ADJACENT ROADWAYS THAT ARE IMPACTED BY
CONSTRUCTION TRAFFIC.
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
2.REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3.REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN
A BARRIER.
4.ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE GROWTH.
5.MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF
CONSTRUCTION.
PLEASE CONTACT TOWN OF GARNER ENGINEERING INSPECTOR
AT 919-773-4458 TO SCHEDULE A PRE-CONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
ATTENTION CONTRACTORS
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
LODLODLODLODLOD LODL
O
D
LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
L
O
D
L
O
D
LO
D
LO
D
LODLODLODL
O
D
LOD
LODLODLODLODLOD LODLODLOD
LOD
LODLODLOD LODLOD
LO
D
LODLOD
LODLOD
LO
D
LODLODLOD NEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DRMATCHLINE C11.1
MATCHLINE C11.2
28
0
28029029028
0
290
290270
2
7
0
270 2702802
9
0 3002502552552552552
6
5
27
0
275
2
7
5
275
2
8
0
2
8
0
2
9
0 29029
0
290
30024024
024024
0
2
5
0 260270
270270270280
280280
280280280290290258273
276
2582
7
6
2
7
7
276
SKIMMER BASIN 1
SKIMMER BASIN 2
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
GRAVE SITE
SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
BAFFLES
SKIMMER
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SUPER SILT FENCE
SUPER SILT FENCE
SUPER SILT FENCE
STOCKPILE AREA
DIVERSION 1A
DIVERSION 1B
DIVERSION 2A
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
DIVERSION 4B
STOCKPILE AREA
CONNECT TO GUNDERSON
LANE IN STAGE 2
SCM 2 RISER W/
RCP OUTLET
SCM 1 RISER W/
RCP OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
0
SCALE 1"=60'
120'60'NAD 83C11.1 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 1 OF 4)1"=60'
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
TP
TP
TPTPTPTPTPTPTP
TPTPTPTPTPTPTPTPTP
TP
TP TP TP
TPTPLODLODLOD
LODLODLOD
LOD LODLOD LODLODLODLODLODLODL
O
D LODLODLODLODLODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D LODLOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD LOD
LOD
LOD
LOD LODL
O
D
LODLOD
LODLOD
LOD
MATCHLINE C11.2
MATCHLINE C11.3
MATCHLINE C11.1
MATCHLINE C11.2
260260270270280280
28025025026026027
0 270270280280
250250260260260 260260270
230 230240240240 250 260 270 280 280240
245
235
240
245
245
245
250
255
250
260
270280
260270270270270
240250
243 246
241242243244
243
243246245245241242
SKIMMER BASIN 3
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
STOCKPILE AREA
SKIMMER BASIN 4
BAFFLES
SKIMMER
SUPER SILT FENCE
BAFFLES
SKIMMER
DIVERSION 3C
DIVERSION 3A
DIVERSION 4A
DIVERSION 4B
DIVERSION 5A
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF
DISTURBANCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
STOCKPILE AREA
STOCKPILE AREA
POTENTIAL TREE
SAVE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
SCM 3 RISER W/
RCP OUTLET
SCM 4 RISER W/
RCP OUTLET
0
SCALE 1"=60'
120'60'NAD 83C11.2 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 2 OF 4)1"=60'
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
LOD
LOD
L
O
D
LOD
LODLODLOD
LODLODLOD
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLOD
LODLOD
LOD
L
O
D
LODLOD
LOD LODLODLOD
LOD
LOD
LOD LODLODLODLO
D
LO
D
L
O
D
LODLODLODLOD
L
O
D
L
O
D
LOD LOD
LOD LODLODMATCHLINE C11.3
MATCHLINE C11.4
MATCHLINE C11.2
MATCHLINE C11.3
220230 240250
2602702702802802
8
0280 2802
8
0
2102102102202302402502602702
7
0270
2
1
0210 2102
2
0
2
3
0
2
4
0 25026
0 270250
250
255
25
5
260
26
0
26
5
265
270253253 SKIMMER BASIN 5
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
DIVERSION 5A
DIVERSION 5B
DIVERSION 6A
LIMITS OF DISTURBANCE
SILT FENCE
DIVERSION 6A
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
0
SCALE 1"=60'
120'60'NAD 83C11.3 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 3 OF 4)1"=60'
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
LOD LODLODLODLO
D
LODLODLOD
LOD
L
O
D
LODL
O
D
LOD
LODLODLODLOD
LOD
LOD
LODLODLODLOD
L
O
D
LOD
LO
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLOD
LO
D
LOD
L
O
DLODLOD
LOD
LOD
LOD
LOD
LODLODLODLODLOD
L
O
DLODMATCHLINE C11.3
MATCHLINE C11.4
2102
1
0
2
1
0210 2
2
0 2302402502602102102102
2
0
2
3
0 2402502502
1
0210
210 21021
0
2
1
02102
1
0 210220220220 230240240210 2202302
3
0
230
23
0
225
230
235
235225230230230233233 233
233
236
235
240
245
250
230
235
240
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SKIMMER BASIN 7
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE SUPER SILT FENCE
SUPER SILT
FENCE
SUPER SILT FENCE
SUPER SILT FENCE
SKIMMER BASIN 6
BAFFLES
SKIMMER
DIVERSION 6A
DIVERSION 7A
SUPER SILT FENCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
DIVERSION 7B
DIVERSION 6B
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C11.4 EROSION & SEDIMENT CONTROL - STAGE 1 (SHEET 4 OF 4)SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
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XX
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30' x 66'
30' x 66'
30' x 66'
30' x 66'XXXXXXXXXXTPTP TPTPTPTPTPLODLO
D
LOD
L
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D
LOD LODLODLO
D
LODL
O
D
LOD
LOD
L
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D
LODLOD
LOD
LODL
O
D
LO
D LOD
LODLO
D
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD
LO
D
LODLO
D
LO
DLOD LODLODLOD LODLODLOD
LOD LODLODLODLOD
LODLODLOD
LOD
LODLO
D
LODLODL
O
DLODLODLODLODLODLO
D
LODLODLODMATCHLINE C11.8MATCHLINE C11.9MATCHLINE C11.7MATCHLINE C11.8MATCHLINE C11.6MATCHLINE C11.71" = 200'
C11.5 OVERALL EROSION & SEDIMENT CONTROL - STAGE 2SKIMMER BASIN 1
SKIMMER BASIN 4
SKIMMER BASIN 3
SKIMMER BASIN 2
SKIMMER BASIN 5
SKIMMER BASIN 7
SANITARY SEWER
OUTFALL
SEE NOTE 5
0
SCALE 1"=200'
400'200'
NAD 83
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
EROSION CONTROL LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
SUPER SILT FENCE
PHASE 1 DISTURBED AREA = 72.33 ACRES
PHASE 2 DISTURBED AREA = 62.93 ACRES
TOTAL DISTURBED AREA = 135.26 ACRES
STOCKPILE MAINTENANCE PLAN
1.SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED
AND WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT
THE TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
2.IF A STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST
NOTIFY WAKE COUNTY OF A NEW RESPONSIBLE PARTY FOR THE STOCKPILE.
3.THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING
AND MULCHING ON A CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
4.ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE (WHERE PRACTICAL).STREAM CROSSING CONSTRUCTION SEQUENCE
1.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT, ANDREW LAKE AT (919)
594-0895. PRIOR TO BEGINNING CONSTRUCTION. OBTAIN A LAND-DISTURBING PERMIT.
2.CONTRACTOR WILL ATTEMPT TO COORDINATE CONSTRUCTION DURING A TWO WEEK TIMEFRAME OF DRY WEATHER.
3.SANDBAG DIKE WILL BE CONSTRUCTED ON THE UPSTREAM END WITH A PUMP AROUND USED AS NECESSARY.
4.DE-WATER WORK AREA UTILIZING A FILTER BAG.
5.WHEN PUMP AROUND IS IN USE, THE HOSE WILL CONTAINED IN THE CULVERT TO AVOID CROSSING THE ROAD. AT THE
END OF EACH WORKING DAY, SITE WILL BE CLEARED OF MEASURES TO ALLOW STREAM WATER TO FLOW NATURALLY.
6.BEGIN CLEARING AND GRUBBING, KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED, AND APPROACH
TO A MINIMUM.
7.INSTALL CULVERTS/HEADWALL AND BACKFILL PROPERLY.
8.INSTALL DISSIPATER PADS AT PIPE OUTLETS.
9.STABILIZE ALL DISTURBED AREAS BEFORE REMOVING SANDBAG DIKE UPSTREAM. WHEN CULVERT EXTENSIONS ARE
COMPLETE AND AREAS ARE STABILIZED COMPLETELY, CALL ANDREW LAKE AT [phone] FOR AN INSPECTION BY
THE ENVIRONMENTAL CONSULTANT.
SITE AREA
DESCRIPTION
STABILIZATION
TIME FRAME
STABILIZATION TIME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
AND SLOPES
7 DAYS NONE
HIGH QUALITY
WATER (HQW)
ZONES
7 DAYS NONE
SLOPES STEEPER
THAN 3:1
7 DAYS IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR
FLATTER
14 DAYS 7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
ANY OTHER AREAS
WITH SLOPES
FLATTER THAN 4:1
14 DAYS NONE (EXCEPT FOR PERIMETERS
AND HQW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS
THAT MAKE COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B)
GROUND STABILIZATION
1.SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL OF THE
BASIN.
2.REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT
PIPES NEED TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE
AREA IN PREPARATION FOR SEEDING.
3.PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING
BARE AREAS IMMEDIATELY.
4.INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE
EROSION CONTROL PLAN.
5.WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND
ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF COMPLETION.
BASIN REMOVAL SEQUENCE
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO
REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT
OCTOBER 1, 2010.
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM THE LAND QUALITY WEB SITE,
HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
NCDENR SELF-INSPECTION PROGRAM
SIGNED DATE
APPROVED
Town of Garner
Engineering Department
CITY OF RALEIGH
GENERAL NOTES
MAINTENANCE PLAN
1.A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT
SHALL BE SHOWN AROUND ALL PROPOSED STOCKPILES (EROSION
CONTROL MEASURES SURROUNDING THE STOCKPILE SHALL BE
SHOWN AT THE OUTER LIMIT OF THIS EASEMENT).
2.STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25’
FROM ADJACENT PROPERTY LINES.
3.A NOTE SHALL BE PROVIDED ON THE APPROVED PLAN THAT
STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
4.STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5.APPROVED BMPS SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
6.STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
7.ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE
SHALL BE DIVERTED TO AN APPROVED BMP.
8.OFF-SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
WAKE COUNTY UDO AND STATE REGULATIONS. ALL SPOIL AREAS
OVER AN ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT
CONTROL PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY WAKE
COUNTY OF ANY OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL.
FILL OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE
PROHIBITED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION
14-19-2 OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
STOCKPILE DESIGN CRITERIA
1.SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH WAKE COUNTY ENVIRONMENTAL
CONSULTANT ANDREW LAKE AT [phone] TO OBTAIN LAND-DISTURBING PERMIT.
2.INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY DIVERSION DITCHES,
TEMPORARY STREAM DIVERSION CHANNELS, SILT FENCE, SEDIMENT BASINS AND CHECK DAMS
AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
SEED ALL DISTURBED AREAS IMMEDIATELY AFTER INSTALLATION.
3.CALL WAKE COUNTY ENVIRONMENTAL CONSULTANT ANDREW LAKE AT [phone] FOR AN
ONSITE INSPECTION TO OBTAIN A CERTIFICATE OF COMPLIANCE.
4.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED THROUGHOUT
CONSTRUCTION.
5.INSTALL STORM CULVERTS AND HORSESHOE INLET PROTECTION AS SHOWN ON THE APPROVED
PLAN.
6.STABILIZE SITE AS AREAS RE BROUGHT UP TO FINISH GRADE. SEED AND MULCH DENUDED
AREAS PER GROUND STABILIZATION TABLE.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN STABILIZED, CALL ANDREW
LAKE AT [phone] FOR AN INSPECTION.
8.WAKE COUNTY MUST GRANT PERMISSION TO CONVERT SEDIMENT BASINS TO PERMANENT
STORMWATER CONTROL MEASURES PRIOR TO COMPLETING ANY RELATED WORK.
9.REMOVE TEMPORARY DIVERSION DITCHES, SILT FENCE, HORSESHOE INLET PROTECTION AND
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. INSTALL ANY REMAINING PERMANENT
EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS.
10.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL WAKE COUNTY AT [phone] FOR A
FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF
COMPLETION.
CONSTRUCTION SEQUENCE
1.THE GRADING CONTRACTOR SHALL COMPLY WITH
ALL STATE AND LOCAL CODES IN OBSERVING
EROSION CONTROL MEASURES BOTH ON AND
OFF-SITE.
2.THE GRADING CONTRACTOR SHALL MAINTAIN ALL
EROSION CONTROL DEVICES AFTER EACH
RAINFALL EVENT OR AS DIRECTED BY LOCAL
AUTHORITIES OR THE ENGINEER.
3.THE GRADING CONTRACTOR SHALL BE
RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL
CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING HIS PHASE OF WORK AND
FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CLEANING ANY TRACKED SOIL FROM ALL
ADJACENT ROADWAYS THAT ARE IMPACTED BY
CONSTRUCTION TRAFFIC.
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
2.REMOVE SEDIMENT FROM SEDIMENT SKIMMER BASINS WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. CLEAN OR REPLACE
GRAVEL FILTER WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3.REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
6-INCHES AT THE FENCE. REPAIR SILT FENCE AS NECESSARY TO MAINTAIN
A BARRIER.
4.ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO PROJECT SPECS TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE GROWTH.
5.MAINTAIN SILT/TREE PROTECTION FENCING THROUGHOUT DURATION OF
CONSTRUCTION.
PLEASE CONTACT TOWN OF GARNER ENGINEERING INSPECTOR
AT 919-773-4458 TO SCHEDULE A PRE-CONSTRUCTION MEETING
PRIOR TO OBTAINING BUILDING PERMITS FOR THIS PLAN.
ATTENTION CONTRACTORS
SITE PLAN LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
OREGON TRL
FMFMFMFM
FM
FM
FM
FM
F
M
F
M
F
MFM FMFMFMNEW BETHEL CHURCH ROADNCSR 2703 60' R/WSUTTON SPRINGS DR30' x 66
30' x 66'
30' x 66'30' x 66'
50' x 70'
XXX
471(A)
468(A)
469(A)
470(A)
467(A)
508(A)
507(A)
506(A)
505(A)
510(A)
509(A)
479(A)
478(A)
483(A)
482(A)
481(A)
480(A)
476(A)
475(A)
474(A)
473(A)
472(A)
477(A)
489(A)
488(A)
487(A)
486(A)
485(A)
484(A)493(A)
492(A)
491(A)
490(A)494(A)
511(A)
499(A)
498(A)
497(A)
496(A)
495(A)
503(A)
502(A)
501(A)
500(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
460(A)
459(A)
458(A)
457(A)461(A)466(A)
465(A)
464(A)
463(A)
462(A)
40(B)
42(B)
59(B)
60(B)
61(B)
62(B)
63(B)
58(B)
73(B)
71(B)
72(B)
68(B)
70(B)
69(B)
43(B)
44(B)
45(B)
46(B)
47(B)
48(B)
50(B)
67(B)
66(B)
65(B)
64(B)
74(B)
16(B)
15(B)18(B)
26(B)
19(B)
20(B)
21(B)
22(B)
23(B)
24(B)
17(B)
25(B)
7(B)
14(B)
6(B)
13(B)
5(B)
12(B)
4(B)
11(B)
3(B)
10(B)
2(B)
9(B)
8(B)
41(B)
49(B)
27(B)
36(B)
28(B)
37(B)
30(B)
38(B)
31(B)
32(B)
33(B)
34(B)
35(B)
39(B)
51(B)
52(B)
55(B)
54(B)
53(B)
57(B)
56(B)
29(B)
83(C)
100(C)
101(C)
102(C)
89(C)
88(C)
75(C)
77(C)
78(C)
79(C)
76(C)
90(C)
87(C)
86(C)
85(C)
84(C)
82(C)
81(C)
80(C)
504(A)
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66'
30' x 66
30' x 66
30' x 66
30' x 66
XX
XX
XXXX X
X
1(B)
98(B)
99(B)
93(B)
91(B)
92(B)
95(B)
94(B)
119(B)
120(B)
118(B)
30' x 66'
30' x 66'
30' x 66'
30' x 66'XX
X
X
X
X
XX X
X
X
X
X X XXLODLODLODLODLOD LODL
O
D
LODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LODLOD
LODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
L
O
D
L
O
D
LO
D
LO
D
LODLODLODL
O
D
LOD
LODLODLODLODLOD LODLODLOD
LOD
LODLODLOD LODLOD
LO
D
LODLOD
LODLOD
LO
D
LODLODLOD
MATCHLINE C11.6
MATCHLINE C11.7
255
260
265
270
275
280
285
290
290290290290290
29
0 290290290290
290295295275275280280
285 285290290295260
265
265
270
270
270
270
275
275
275275280 280280280
28528528
5
28
5290290290290295295
275 2802852852
8
5
28528528
5290 29029029
0
270
275
275
280
280
280
280
285
285
285
285250255260265270270270275280
270270270270275275280265250250250255 25525526025025526026528
0
2
8
5
280
285
290
2
7
5
2802
8
5
29
0
295
SKIMMER BASIN 1
SKIMMER BASIN 2
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
GRAVE SITE
SILT FENCE
TEMPORARY CONSTRUCTION ENTRANCE
& CONCRETE WASHOUT
BAFFLES
SKIMMER
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SUPER SILT FENCE
SUPER SILT FENCE
SUPER SILT FENCE
STOCKPILE AREA
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
STOCKPILE AREA
CONNECT TO
UNDERSON LANE
SCM 2 RISER W/
RCP OUTLET
SCM 1 RISER W/
RCP OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
0
SCALE 1"=60'
120'60'NAD 83C11.6 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 1 OF 4)1"=60'
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
FMFM
40' x 63'
50' x 56'
50' x 56'
50' x 70'
381(A)
382(A)
383(A)
384(A)380(A)
388(A)
387(A)
386(A)
385(A)389(A)
440(A)
437(A)
438(A)
439(A)441(A)
436(A)
410(A)
409(A)
408(A)
407(A)
406(A)
411(A)
538(A)
537(A)
536(A)
535(A)
534(A)
533(A)
544(A)
543(A)
542(A)
541(A)
540(A)
539(A)
426(A)
425(A)
424(A)428(A)
427(A)429(A)
419(A)
420(A)
421(A)
422(A)
423(A)
418(A)
400(A)
399(A)
398(A)
397(A)
396(A)
395(A)
528(A)
529(A)
530(A)
531(A)
532(A)
527(A)
521(A)
520(A)
519(A)
518(A)
517(A)
516(A)
510(A)
473(A)
472(A)
377(A)
376(A)
375(A)379(A)
378(A)
394(A)
393(A)
392(A)
391(A)
390(A)
417(A)
416(A)
415(A)
414(A)
413(A)
412(A)
433(A)
432(A)
431(A)
430(A)
435(A)
434(A)
370(A)374(A)
373(A)
372(A)
371(A)368(A)
367(A)
366(A)
365(A)369(A)
404(A)402(A)
403(A)405(A)401(A)
526(A)
525(A)
524(A)
523(A)
522(A)
512(A)
511(A)
515(A)
514(A)
513(A)
445(A)
444(A)
443(A)
442(A)446(A)451(A)
450(A)
449(A)
448(A)
447(A)
455(A)453(A)
454(A)456(A)452(A)
224(B)
223(B)
222(B)
227(B)
226(B)
233(B)232(B)231(B)230(B)
229(B)
228(B)
243(B)239(B)240(B)241(B)242(B)244(B)
225(B)
238(C)
237(C)
236(C)
235(C)
234(C)
103(C)
104(C)
105(C)
106(C)
107(C)
108(C)
101(C)
109(C)
102(C)
110(C)
135(C)
136(C)
137(C)
130(C)
138(C)
131(C)
139(C)
132(C)
140(C)
133(C)
141(C)
134(C)
142(C)
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
96(B)
111(B)
97(B)
112(B)
98(B)
113(B)
99(B)
114(B)
115(B)
116(B)
117(B)
127(B)
120(B)
128(B)
121(B)
129(B)
122(B)
123(B)
124(B)
125(B)
126(B)
X X
X
X
X
X
X
X
X
X XXX
X
X
X
X
XX
X
X
X
XXXXX
X
X
X
X
XXXXX
X
X X X X
X
XTP
TP
TPTPTPTPTPTPTP
TPTPTPTPTPTPTPTPTP
TP
TP TP TP
TPTPLODLODLOD
LODLODLOD
LOD LODLOD LODLODLODLODLODLODL
O
D LODLODLODLODLODLODLOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D LODLOD
LOD
LOD
LOD
LOD
LOD
LODLODLOD
LOD LOD
LOD
LOD
LOD LODL
O
D
LODLOD
LODLOD
LOD
MATCHLINE C11.7
MATCHLINE C11.8
MATCHLINE C11.6
MATCHLINE C11.7
265265
265
270
275
280
28
0
28
0
260
260
265
265
270
270270
270
275
27
5
2
8
0285285275270275
270
270
270
270 270270270
275275275275255255260
260265265270 270255260265270270240240
240245250
255
270
275
280
265270275265265265270
270270
270245250255260245
250
255
260
265
230
235
240
240
240
245
245
245
250
255
250
255
260 2652702752802
6
5
2
7
0260265270
SKIMMER BASIN 3
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
STOCKPILE AREA
SKIMMER BASIN 4
BAFFLES
SKIMMER
SUPER SILT FENCE
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF
DISTURBANCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
STOCKPILE AREA
POTENTIAL TREE
SAVE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
WATTLE AT
CULVERT
SCM 3 RISER W/
RCP OUTLET
SCM 4 RISER W/
RCP OUTLET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
0
SCALE 1"=60'
120'60'NAD 83C11.7 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 2 OF 4)1"=60'
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
30' x 66'
40' x60'
254(B)
272(B)
253(B)262(B)
283(B)
284(B)
282(B)
285(B)
281(B)
286(B)
280(B)
287(B)
276(B)
288(B)
278(B)
289(B)
277(B)
290(B)293(B)291(B)
275(B)
292(B)
274(B)
320(B)312(B)
305(B)297(B)
319(B)311(B)
304(B)296(B)
318(B)310(B)
303(B)295(B)
317(B)309(B)
302(B)294(B)
316(B)308(B)
301(B)
315(B)
300(B)
322(B)314(B)
307(B)299(B)
321(B)313(B)
306(B)298(B)
208(B)
223(B)
207(B)
222(B)
206(B)
205(B)
220(B)
204(B)
219(B)
211(B)
203(B)
218(B)
210(B)
217(B)
216(B)
215(B)
214(B)213(B)
212(B)
359(B)
245(B)
264(B)
263(B)261(B)
265(B)
260(B)
266(B)
259(B)
267(B)
255(B)
268(B)
257(B)
269(B)
256(B)
270(B)273(B)271(B)
349(B)
348(B)
347(B)
346(B)
350(B)351(B)352(B)
360(B)
353(B)
361(B)
354(B)
362(B)
355(B)
363(B)
356(B)
364(B)
358(B)
279(B)
258(B)
323(B)
324(B)
325(B)
252(B)251(B)250(B)249(B)248(B)247(B)246(B)
209(B)
357(B)
143(C)
151(C)
144(C)
152(C)
145(C)
153(C)
146(C)
154(C)
147(C)
155(C)
148(C)
156(C)
141(C)
149(C)
142(C)
150(C)
159(C)
160(C)
157(C)
158(C)
30' x 66'30' x 66'30' x 66'30' x 66'30' x 66'
202(B)XXXXXX
X
X
X XXXXXXX
X
XXLOD
LOD
L
O
D
LOD
LODLODLOD
LODLODLOD
LO
D LODLODLODLODLODLODLODLODLODLODLODLODLODLODL
O
D
LODLODLOD
LODLOD
LOD
L
O
D
LODLOD
LOD LODLODLOD
LOD
LOD
LOD LODLODLODLO
D
LO
D
L
O
D
LODLODLODLOD
L
O
D
L
O
D
LOD LOD
LOD LODLODMATCHLINE C11.8
MATCHLINE C11.9
MATCHLINE C11.7
MATCHLINE C11.8
275
275
280
270
275
255
260
265270
270245
245250250255245
245250
2502
5
5
255260260265265270270220
225
230
235
240
245
250
2
5
5 260265
265245250255260265245245250250
240240
245250225230235240265
265 270270265265270270275280265270275280260250255260
SKIMMER BASIN 5
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SUPER SILT FENCE
LIMITS OF DISTURBANCE
SILT FENCE
SUPER SILT FENCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
0
SCALE 1"=60'
120'60'NAD 83C11.8 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 3 OF 4)1"=60'
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
SWIFT CREEKSWIFT CREEKFMFMFMFMFM
FM
FM
FM
40' x 63'
200(B)199(B)198(B)197(B)
359(B)
347(B)
346(B)
345(B)
344(B)
343(B)
342(B)
341(B)
340(B)
339(B)
338(B)
337(B)
360(B)361(B)362(B)363(B)364(B)
329(B)
336(B)
325(B)
326(B)
327(B)
328(B)
333(B)
330(B)
331(B)
332(B)
335(B)
334(B)
187(C)
163(C)
186(C)
162(C)
185(C)
169(C)
184(C)
168(C)
183(C)
167(C)
166(C)
182(C)
165(C)
164(C)
161(C)
180(C)
170(C)
171(C)
172(C)
173(C)
174(C)
175(C)
176(C)
177(C)
181(C)
178(C)
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
40' x 63'
179(C)
201(B)
195(B)
196(B)
194(B)
190(B)
192(B)
189(B)
191(B)
188(B)
193(B)XXXX X
X
XXXX
X
X
LOD LODLODLODLO
D
LODLODLOD
LOD
L
O
D
LODL
O
D
LOD
LODLODLODLOD
LOD
LOD
LODLODLODLOD
L
O
D
LOD
LO
D
L
O
D
LOD
LODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLO
DLODLOD LOD
LO
D
LOD
LO
DLODLOD
LOD
LOD
LOD
LOD
LODLODLODLODLODL
O
DLODMATCHLINE C11.8
MATCHLINE C11.9
235 235
240
245
250
255
260
240
245
245
245
250
245
245250
250
255
255
260
265245250220
225
230
235
240
220220220225230235240230235240230
235
240
24
5
2152
2
0 22523023522
5
2
3
0
2
3
5
240
24
5 250255260LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
SKIMMER BASIN 7
BAFFLES
SKIMMER
LIMITS OF DISTURBANCE
SILT FENCE SUPER SILT FENCE
SUPER SILT
FENCE
SUPER SILT FENCE
SUPER SILT FENCE
SUPER SILT FENCE
SANITARY SEWER OUTFALL
SEE NOTE 5 OF C11.0
STOCKPILE AREA
STOCKPILE AREA
SILT FENCE OUTLET
SILT FENCE OUTLET
SILT FENCE OUTLET
SCM 5 RISER W/
RCP OUTLET
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
1"=60'
0
SCALE 1"=60'
120'60'NAD 83C11.9 EROSION & SEDIMENT CONTROL - STAGE 2 (SHEET 4 OF 4)LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
INLET PROTECTION
SEDIMENT BASIN
DIVERSION DITCH
SILT FENCE OUTLET
POROUS BAFFLES
SKIMMER
TREE PROTECTION
FENCE
COIR WATTLE
DITCH REINFORCEMENT
DD 1-BDD 1-A
LOD
TP
RIPRAP CHECK DAM
SLOPE DRAIN
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
PHASE 1 OF EROSION CONTROL
SUPER SILT FENCE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020
N/A
C11.10 EROSION & SEDIMENT CONTROL NOTES & DETAILSALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3.Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4.Provide ponding area for containment of treated Stormwater before discharging
offsite.
5.Store flocculants in leak-proof containers that are kept under storm-resistant cover
or surrounded by secondary containment structures.
HAZARDOUS AND TOXIC WASTE
1.Create designated hazardous waste collection areas on-site.
2.Place hazardous waste containers under cover or in secondary containment.
3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.
EQUIPMENT AND VEHICLE MAINTENANCE
1.Maintain vehicles and equipment to prevent discharge of fluids.
2.Provide drip pans under any stored equipment.
3.Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4.Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5.Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.Never bury or burn waste. Place litter and debris in approved waste containers.
2.Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3.Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4.Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5.Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6.Anchor all lightweight items in waste containers during times of high winds.
7.Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8.Dispose waste off-site at an approved disposal facility.
9.On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2.Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3.Contain liquid wastes in a controlled area.
4.Containment must be labeled, sized and placed appropriately for the needs of site.
5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1.Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2.Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3.Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2.Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3.Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4.Do not stockpile these materials onsite.
CONCRETE WASHOUTS
1.Do not discharge concrete or cement slurry from the site.
2.Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3.Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4.Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7.Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8.Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9.Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10.At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
EARTHEN STOCKPILE MANAGEMENT
1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3.Provide stable stone access point when feasible.
4.Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
A
BELOW GRADE WASHOUT STRUCTURE
1:1
SIDE SLOPE
(TYP.)
10 MIL
PLASTIC
LINING
3'-0"MIN.& X'MAX.SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
PLAN
SECTION B-B
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
8"6"
2'
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM1:1 SIDE SLOPE
(TYP.)
10 MIL
PLASTIC LINING
B
B
3'-0"MIN.& X'MAX.A
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
SANDBAGS (TYP.)
OR STAPLES
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
CONCRETE
WASHOUT
CONCRETE
WASHOUT
PLAN
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
SILT FENCE
10'MIN10'
MIN
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
Site Area Description Timeframe variations
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
there is zero slope
Stabilize within this
many calendar
days after ceasing
land disturbance
7
7
7
14
None
None
(a)Perimeter dikes,
swales, ditches, and
perimeter slopes
(b)High Quality Water
(HQW) Zones
(c)Slopes steeper than
3:1
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
(d)Slopes 3:1 to 4:1
(e)Areas with slopes
flatter than 4:1 14
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
Self-inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site-specific exemption based on unique site conditions that make
this requirement not practical:
(a)This General Permit as well as the Certificate of Coverage, after it is received.
(b)Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically-available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard-copy records.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a)Visible sediment deposition in a stream or wetland.
(b)Oil spills if:
·They are 25 gallons or more,
·They are less than 25 gallons but cannot be cleaned up within 24 hours,
·They cause sheen on surface waters (regardless of volume), or
·They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d)Anticipated bypasses and unanticipated bypasses.
(e)Noncompliance with the conditions of this permit that may endanger health or the
environment.
2.Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020TEMPORARY PUMP AROUND
C11.11 EROSION & SEDIMENT CONTROL NOTES & DETAILSN/A
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
ALL TOWN OF GARNER AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.NORTH CAROLINA LICENSE NO. C-1652FOR RE
VIE
W
ONLY331
331
D. KIRKFOR RE
VIE
W
ONLY04/24/2020
MAGNOLIA PARKTOWN OF GARNER - WAKE COUNTY - NORTH CAROLINA413005410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICETOWN OF GARNER 1ST ROUND OF COMMENTS12/20/2019TOWN OF GARNER 2ND ROUND OF COMMENTS02/10/2020TOWN OF GARNER 3RD ROUND OF COMMENTS04/03/2020TOWN OF GARNER 4TH ROUND OF COMMENTS04/20/2020