HomeMy WebLinkAboutWest Preserve_revised Map12.10.20SITELEE COUNTYHARNETT C
OUNTY
MCDOU
G
A
L
D
R
O
A
D
S
R
1
2
2
9
LOVE GROVE CHURCH ROAD SR 1221BRO
A
D
W
AY
R
OA
D S
R 1222
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165212/11/2020
WEST PRESERVEMCDOUGALD ROAD, HARNETT COUNTY, NORTH CAROLINA46190
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
N/A
C0.0 COVER SHEETVICINITY MAP
RESIDENTIAL
PORTION OF 9579-14-3391
PROPOSED USE:
ZONING:
PIN:
RA-20R
WEST PRESERVEPROJECT:
SITE DATA
ENGINEER:
JIM CHANDLER, PE
PHONE: 919-866-4507
RALEIGH, NC 27607
5410 TRINITY ROAD, SUITE 102
TIMMONS GROUP
FAX: 919-859-5663
EMAIL: JIM.CHANDLER@TIMMONS.COM
WEAVER DEVELOPMENT COMPANY
TOTAL DEVELOPED TRACT AREA:64.90 ACRES
350 WAGONER DRIVE, SUITE 100
PROPERTY LOCATION:
DEVELOPER:
FAYETTEVILLE, NC 28303
TOWNSHIP:BARBECUE
PHONE: 910-630-2100
EMAIL: CDB1971@GMAIL.COM NAD83DUSTIN BLACKWELL
WEST PRESERVE
PRELIMINARY SUBDIVISION PLAN
HARNETT COUNTY, NORTH CAROLINA
9579-14-3391.000
CLR DEVELOPMENT, LLC
350 WAGONER DRIVE
FAYETTEVILLE, NC 28303
910-433-0888 EXT 210
OWNERS OF RECORD
LOVE GROVE CHURCH ROAD
HARNETT COUNTY, NORTH CAROLINA
APPROVAL OF THIS PLAT/PLAN DOES NOT GUARANTEE WATER CAPACITY.
CURRENT/FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY
REQUIRE ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER AND
WASTEWATER SYSTEM TO MEET FUTURE WATER DEMANDS PRIOR TO A
PRELIMINARY PLAT, CONSTRUCTION PLAN AND/OR FINAL PLAT APPROVAL.
Sheet List Table
Sheet
Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 PRELIMINARY SITE PLAN
C3.0 PRELIMINARY UTILITY & STORMWATER MANAGEMENT PLAN
C4.0 PRELIMINARY LIGHTING PLAN
C5.0 PRELIMINARY LANDSCAPE PLAN
6''W 4''W
4''W
4''W
4''W
4''W
4''W
W
6''W
6''W
6''W
6''W
6''W
MCDOUGAL
D
R
O
A
D
S
R
1
2
2
9 LOVE
G
R
OV
E
C
H
U
R
C
H
R
O
A
D
S
R 1221
CLR DEVELOPMENT, LLC
DB 338, PG 0517
PORTION OF PIN
9579-14-3391.000
PID 039589 0060
CLR DEVELOPMENT, LLC
DB 338, PG 0517
PORTION OF PIN
9579-14-3391.000
PID 039589 0060
UNSUITABLE SOIL
EXISTING WETLANDS
EXISTING 4" PVC WATER LINE
(HARNETT COUNTY GIS)
UNSUITABLE SOILS
EXISTING WETLANDS
SITE BOUNDARY
SITE BOUNDARY
EXISTING 6" PVC WATERLINE
(HARNETT COUNTY GIS)
EXISTING COMMUNICATIONS PEDESTAL
EXISTING FIRE HYDRANT
EXISTING POWER POLE 3403503
5
0
3503
5
0
360
3603
6
0360
370370370
370
380 380350360360 N/F
WILL J. MCAULEY
DB 2102, PG 156
PB 2005, PG 295
PIN 9579-24-6943
ZONING RA-20R
N/F
PATRICIA M.
MCKENZIE
DB 2102, PG 159
PB 2005, PG 295
PIN 9579-24-4506
ZONING RA-20R
N/F
PETER G.
WASHINGTON
DB 749, PG 749
PB 2005, PG 295
PIN 9579-24-2364
ZONING RA-20R
N/F
VERNON C.
MCAULEY
DB 3452, PG 947
PIN 9579-24-3227
ZONING RA-20R
N/F
PETER G.
WASHINGTON
DB 968, PG 476
PIN 9579-24-2077
ZONING RA-20R
N/F
FRANCES W.
SPIVEY
DB 438, PG 147
PIN 9579-33-0841
ZONING RA-20R
N/F
STACEY P. NIPPER
DB 3289, PG 726
PB 2004, PG 1012
PIN 9579-05-9309
ZONING RA-20R
N/F
MARK & MONICA
DONATHAN
DB 3091, PG 135
PB 2006, PG 940
PIN 9579-05-5448
ZONING RA-20R
N/F
MARK & MONICA
DONATHAN
DB 2751, PG 909
PB 2008, PG 263
PIN 9579-05-5209
ZONING RA-20R
N/F
MARK & MONICA
DONATHAN
DB 2813, PG 311
PB 2008, PG 263
PIN 9579-05-4153
ZONING RA-20R
CHARLES &
CRYSTAL HICKMAN
DB 3788, PG 614
PB 2008, PG 263
PIN 9579-04-4828
ZONING RA-20R
N/F
EULAH P. COX
DB 1170, PG 930
PC F, SL 729-A
PIN 9579-04-2377
ZONING RA-20R
N/F
RUSSELL E.
MCLEAN
DB 1381, PG 148
PB 2018, PG 27
PIN 9579-03-2734
ZONING RA-20R
N/F
ARTHUR MCLEAN &
SANDRA DONNELL
DB 671, PG 100
PB 21, PG 14
PIN 9579-02-2715
ZONING RA-20R
N/F
VERNETTA & LUCAS
MCIVER
DB 458, PG 136
PB 4, PG 118
PIN 9579-02-7395
ZONING RA-20R
N/F
A. B. & LAURA
N/F
A. B. & LAURA
CAMERON
DB 1742, PG 295
PB 2000, PG 183
PIN 9579-22-1710
ZONING RA-20R
N/F
GROSS LAND
COMPANY, LLC DB
3206, PG 280
PIN 9579-16-7119
ZONING RA-20R
T
TT
T
T
S86°19'32"E
1099.69'S2°54'16"W195.61'S2°59'34"W1235.42'S45°36'00"
W
326.24'S63°2
3'
5
0
"
W
400.8
2'
R=1746.
7
2
'
L=272.1
8
'
N81°23'52"
W
675.31'N4°06'32"E471.97'N3°58'35"E679.34'N0°47'40"W582.41'N25°25
'05
"W51.16
'
S86°25'00"E
451.91'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165212/11/2020
WEST PRESERVEMCDOUGALD ROAD, HARNETT COUNTY, NORTH CAROLINA46190
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONSTRUCTION1" = 100'
C1.0 EXISTING CONDITIONS0
SCALE 1"=100'
200'100'
NOTES:
1.BOUNDARY TAKEN FROM SURVEY BY RIVERS & ASSOCIATES, INC. DATED
NOVEMBER 2, 2020.
2.TOPOGRAPHIC INFORMATION TAKEN FROM HARNETT COUNTY GIS.
3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH FIRM MAP
NUMBERS 3710956800K WITH AN EFFECTIVE DATE OF OCTOBER 3, 2006.
4.PRELIMINARY WETLAND INFORMATION TAKEN FROM SOUTHEASTERN SOIL &
ENVIRONMENTAL ASSOC., INC. DATED SEPTEMBER 1, 2020.
5.PRELIMINARY SOIL INFORMATION TAKEN FROM SOUTHEASTERN SOIL &
ENVIRONMENTAL ASSOC., INC. DATED AUGUST 11, 2020.
PROPERTY LINE
UNSUITABLE SOILS
LEGEND
EXISTING WETLANDS
NAD 83
MCDOUGAL
D
R
O
A
D
S
R
1
2
2
9 LOVE
G
R
O
V
E
C
H
U
R
C
H
R
OA
D S
R 1221
N/F
WILL J. MCAULEY
DB 2102, PG 156
PB 2005, PG 295
PIN 9579-24-6943
ZONING RA-20R
N/F
PATRICIA M.
MCKENZIE
DB 2102, PG 159
PB 2005, PG 295
PIN 9579-24-4506
ZONING RA-20R
N/F
PETER G.
WASHINGTON
DB 749, PG 749
PB 2005, PG 295
PIN 9579-24-2364
ZONING RA-20R
N/F
VERNON C.
MCAULEY
DB 3452, PG 947
PIN 9579-24-3227
ZONING RA-20R
N/F
PETER G.
WASHINGTON
DB 968, PG 476
PIN 9579-24-2077
ZONING RA-20R
N/F
FRANCES W.
SPIVEY
DB 438, PG 147
PIN 9579-33-0841
ZONING RA-20R
N/F
STACEY P. NIPPER
DB 3289, PG 726
PB 2004, PG 1012
PIN 9579-05-9309
ZONING RA-20R
N/F
MARK & MONICA
DONATHAN
DB 3091, PG 135
PB 2006, PG 940
PIN 9579-05-5448
ZONING RA-20R
N/F
MARK & MONICA
DONATHAN
DB 2751, PG 909
PB 2008, PG 263
PIN 9579-05-5209
ZONING RA-20R
N/F
MARK & MONICA
DONATHAN
DB 2813, PG 311
PB 2008, PG 263
PIN 9579-05-4153
ZONING RA-20R
CHARLES &
CRYSTAL HICKMAN
DB 3788, PG 614
PB 2008, PG 263
PIN 9579-04-4828
ZONING RA-20R
N/F
EULAH P. COX
DB 1170, PG 930
PC F, SL 729-A
PIN 9579-04-2377
ZONING RA-20R
N/F
RUSSELL E.
MCLEAN
DB 1381, PG 148
PB 2018, PG 27
PIN 9579-03-2734
ZONING RA-20R
N/F
ARTHUR MCLEAN &
SANDRA DONNELL
DB 671, PG 100
PB 21, PG 14
PIN 9579-02-2715
ZONING RA-20R
N/F
VERNETTA & LUCAS
MCIVER
DB 458, PG 136
PB 4, PG 118
PIN 9579-02-7395
ZONING RA-20R
N/F
A. B. & LAURA
CAMERON
DB 1742, PG 295
PB 2000, PG 183
PIN 9579-22-1710
ZONING RA-20R
N/F
GROSS LAND
COMPANY, LLC DB
3206, PG 280
PIN 9579-16-7119
ZONING RA-20R
30' STREETSCAPE EASEMENT
OLEANDER LANE50' PUBLIC R/W & P
U
B
L
I
C
U
T
I
L
I
T
Y
66'
168'
359'
239'99'97'151'210'95'147'117'153'106'107'108'109'110'54'53'112'150'158'51'
172'
246'
34'198'71'52'47'71'38
7
'
231'42'80'80'76'27'51'83'94'110'140'155'130'110'3
8
'
214'
127'
85'71'121'
65'
71'
51'
58'
73'36'57'188'155'85'80'80'10'68'
1
1
2
'
82'
138'10'112'124'208'4'116'46'44'51'79'
103'
13
4
'
33'
88'
1
54
'27
1
'130'169'130'137'92'17'49'17'72'65'11'69'218'86'104'88'51'58'82'89'
345'
4
5
'
1
9
4
'
7'96'80'4
0
6
'
184'
35'21'55'4
4
'
42'42'58'21'255'241'234'
52'80'38'41'289'159'209'70'129'1
19
'
8
3
'
171'150'119'2
1
'
3
2
'
7
1
'
1
9
'
79'
218'
235'
241'
239'139'
167'21'6'110'112'50'28'43'110'109'108'107'106'132'58'43'75'118'242'
243'
242'
251'
242'
244'
246'
248'
249'
256'
251'
253'
244'
8
5
'
7
4
'
36'
73'
49'
11'
111'
15'
91'
81'31'88'
139'
145'
125'38'168'208'165'
9'
137'
154'
84'
65'
143'
57'
82'
145'
158'200'2
33
'218'230'233'215'263'
288'12'442'21'178'45'130'144'250'
222'
305'
244'
266'
308'
383'435'347'
351'
316'426'10
27129 SF
0.623 AC
1
28856 SF
0.662 AC
9
27513 SF
0.632 AC
8
26759 SF
0.614 AC
7
26708 SF
0.613 AC
6
26652 SF
0.612 AC
5
26591 SF
0.610 AC
3
33286 SF
0.764 AC
12
25822 SF
0.593 AC
2
42025 SF
0.965 AC
34
29563 SF
0.679 AC
33
29887 SF
0.686 AC
40
33363 SF
0.766 AC
39
29608 SF
0.680 AC
38
26837 SF
0.616 AC
37
26933 SF
0.618 AC
36
28912 SF
0.664 AC
35
29340 SF
0.674 AC
23
26990 SF
0.620 AC
31
36863 SF
0.846 AC
51
67606 SF
1.552 AC
24
28509 SF
0.654 AC
32
43599 SF
1.001 AC
25
30987 SF
0.711 AC
46
32632 SF
0.749 AC
16
31961 SF
0.734 AC
26
32142 SF
0.738 AC
47
37224 SF
0.855 AC
17
26061 SF
0.598 AC
27
33371 SF
0.766 AC
48
24330 SF
0.559 AC
18
29131 SF
0.669 AC
28
50748 SF
1.165 AC
49
26358 SF
0.605 AC
20
29182 SF
0.670 AC
29
37003 SF
0.849 AC
50
45076 SF
1.035 AC
21
25056 SF
0.575 AC
30
41537 SF
0.954 AC
52
43073 SF
0.989 AC 53
40342 SF
0.926 AC
14
32263 SF
0.741 AC
13
47160 SF
1.083 AC
25B & 32B
21,998 SF
0.50 AC
44
35033 SF
0.804 AC
43
49946 SF
1.147 AC
42
35486 SF
0.815 AC
41
31275 SF
0.718 AC
45
37951 SF
0.871 AC
15
31950 SF
0.733 AC
54
37708 SF
0.866 AC
4
26524 SF
0.609 AC
11
26752 SF
0.614 AC
22
25719 SF
0.590 AC
19
29362 SF
0.674 AC
PHASE 2PHASE 1PHASE 2PHASE 1THISTLE COURT50' PUBLIC R/W & PUBLIC UTILITYBOYCE COURT50' PUBLIC R/W & PUBLIC UTILITYOS #6
60,240 SF
1.38 AC
OS #1
7,098 SF
OS #2
36,150 SF
OS #4
31,810 SF
0.73 AC
OS #5
501,485 SF
11.51 AC
OS #3
3,541 SF85'47'46'EXISTING WETLANDS
EXISTING WETLANDS
30' STREETSCAPE BUFFER
UNSUITABLE SOILS
UNSUITABLE SOILS
MAIL
KIOSK
AREA
5' UTILITY EASEMENT
R37'
R50'
R38'
R25'
R50'
R37'
R38'
R25'
5' UTILITY EASEMENT
20'X20' SIGN
EASEMENT
12' WIDE ACCESS
EASEMENT
12' WIDE ACCESS
EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165212/11/2020
WEST PRESERVEMCDOUGALD ROAD, HARNETT COUNTY, NORTH CAROLINA46190
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
DEVELOPER:
WEAVER DEVELOPMENT COMPANY
DUSTIN BLACKWELL
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, STE. 102
RALEIGH, NC 27607
PHONE: 919-866-4507
PHONE: 910-630-2100
SITE DATA
PIN #s = 9579-14-3391.000
DB = 338, PG = 0517
LEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
EXISTING WETLANDS
UNSUITABLE SOILS
350 WAGONER DRIVE, STE. 100
FAYETTEVILLE, NC 28303
PROPOSED BUILDING SETBACK LINE
OWNER OF RECORD:
CLR DEVELOPMENT, LLC
FAYETTEVILLE, NC 28303
FIRM MAP# = 3710956800K
351,000 SF
MAIL KIOSK IMPERVIOUS AREA
ROADWAY IMPERVIOUS AREA
IMPERVIOUS DATA
IMPERVIOUS WITHIN LOTS (6,500 SF PER 54 LOTS)
24% MAXIMUM IMPERVIOUS AREA
TOTAL SITE IMPERVIOUS AREA
1,760 SF
98,407 SF
638,523 SF (14.66 AC)
451,167 SF
10.36 AC (16.9%)
TOTAL EXISTING TRACT = 64.90 acres
TOTAL DEVELOPED ACREAGE = 61.07 acres
EXISTING ZONING = RA-20R
LAND USE CLASSIFICATION = LOW DENSITY
RESIDENTIAL
PROPOSED NUMBER OF LOTS = 54
PROPOSED DENSITY = 0.88 du/a
MINIMUM REQUIRED LOT WIDTH = 80'
MINIMUM LOT SIZE REQUIRED = 20,000 sq.ft.
MINIMUM LOT SIZE PROVIDED = 24,330 sq.ft.
AVERAGE LOT SIZE PROVIDED = 33,198 sq.ft.
TOTAL LENGTH OF ROADS = 3,978 LF
SETBACKS: FRONT: 35'
REAR: 25'
SIDE: 10'
CORNER 20'
1.BOUNDARY INFORMATION TAKEN FROM SURVEY BY RIVERS & ASSOCIATES, INC. DATED NOVEMBER 2, 2020.
2.EXISTING STRUCTURES TO BE REMOVED PRIOR TO CONSTRUCTION.
3.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY
DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING.
4.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH HARNETT COUNTY AND NCDOT STANDARDS
AND SPECIFICATIONS.
5.SITE IS WITHIN 1 MILES OF THE VOLUNTARY AGRICULTURE DISTRICT.
6.ALL STREETS SHALL BE PUBLIC.
7.ALL UTILITIES SHALL BE UNDERGROUND.
8.EACH LOT WILL BE SERVED BY HARNETT COUNTY PUBLIC WATER.
9.EACH LOT WILL BE SERVED BY SEPTIC.
10.HARNETT COUNTY EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL
BE COMPLIED WITH.
11.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION.
12.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION OF ANY SIGNAGE.
13.STREET NAMES MUST BE APPROVED BY HARNETT COUNTY GIS PRIOR TO FINAL PLAT.
14.DEDICATED OPEN SPACE AREAS AND DRAINAGE EASEMENTS WILL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
15.HOMEOWNERS ASSOCIATION (HOA) IS RESPONSIBLE FOR MAINTENANCE OF PARKING AREAS AND ALL LANDSCAPE
BUFFERING.
16.ALL REQUIRED LANDSCAPING CANNOT BE REMOVED AND COVENANTS SHALL REFLECT THIS REQUIREMENT.
17.MCDOUGALD ROAD IS ON THE HARNETT COUNTY COMPREHENSIVE GROWTH PLAN 2015.
GENERAL NOTES
1" = 100'
C2.0 PRELIMINARY SITE PLAN0
SCALE 1"=100'
200'100'
350 WAGONER DRIVENAD 831" PER FT.
SLOPE AS REQUIRED
SECTION A-A
50' R/W
25'
R
A50' R
15'
38'R
15'20'
37' R
C/L
A
37'
SLOPE
6'
3:1
CUL-DE-SAC DETAIL
5'2'
8" CABC
2" SF9.5A
TYPICAL STREET SECTION
6' DITCH
4:1 SLOP
E
1/4" PER FOOT
SLOPE
50'
20'
PAVEMENT
RIGHT OF WAY
C/L
V-DITCH
1" PER FT.1" PER FT.
8'
SHOULDER
6'
SHOULDER
8" CABC
2" SF9.5A
VAR.
PAVEMENT
WIDTH
6'-0"
SHOULDER
WIDTH
DRIVEWAY TURNOUT GRADES 5'-0"
-.18
0.02 -0.02
-0.08
8'-0"
+.08
-.25
5'-0"
+.16 +.25
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT TO THE PROPOSED
DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL REGULATIONS AND
REQUIREMENTS OF THE HARNETT COUNTY ORDINANCES.
____________________________________________ _____________
OWNER SIGNATURE DATE
OWNER CONSENT FORM
PHASE LINE
OLEANDER LANE50' PUBLIC R/W & P
U
B
L
I
C
U
T
I
L
I
T
YTHISTLE COURT50' PUBLIC R/W & PUBLIC UTILITYBOYCE COURT50' PUBLIC R/W & PUBLIC UTILITY4
3
11
22
19
52
53
1413
44
43
42
41
45
15
54
10
1
9
8
7
6
5
12
2
34
33
40
39
38
3736
35
23
31
51
24
32
25
46
16
26
47
17
27
48
18
28
49
20
29
50
21
30 350350
3503
5
0
3
5
0
35
0
360
36
0
360
3
6
0 360360 3603
7
0
370 370
6''W 4''W
4''W
4''W
4''W
4''W
6''W
6''W
6''W
6''W
6''W
MCDOUGAL
D
R
O
A
D
S
R
1
2
2
9 LOVE
G
R
OV
E
C
H
U
R
C
H
R
O
A
D
S
R 1221
T
TT
T
T
8''W
8''W
8''W 8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W
8'
'W8''W8''W8''W8''W8''W6''W4'
'W
LOT 25 & 32 RESERVE
SEPTIC AREA
EXISTING WETLANDS
EXISTING WETLANDS
UNSUITABLE SOILS
UNSUITABLE SOILS
PROPOSED 6" WATERLINE
PROPOSED
8" WATER LINE
8" X 8" TEE
8" GV (3)
8" X 8" TEE
8" GV (3)
2" BLOWOFF
ASSEMBLY
6" X 8" TEE
(1) 8" GV
CONNECTION TO EXISTING WATER LINE 30' STREETSCAPE BUFFER
4" X 8" TEE
(1) 8" GV
TEE CONNECTION TO EXISTING WATER LINE
5' UTILITY EASEMENT
5' UTILITY EASEMENT
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
(2) SERVICE
LINES INSIDE (1)
PVC SLEEVE (TYP.)
(2) 3/4" SERVICE
LINES INSIDE (1) 3"
PVC SLEEVE (TYP.)
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED 8"
WATER LINE
PROPOSED 4"
WATER LINEPROPOSED 2" WATER LINE
8" X 6" REDUCER
(1) 6" GV
6" X 4" REDUCER
(1) 4" GV
4" X 2" REDUCER
(1) 2" GV
8" X 6" REDUCER
(1) 6" GV
3/4" WATER SERVICE (TYP.)
EXISTING 6" PVC WATER LINE
(FROM HARNETT COUNTY GIS)
EXISTING 4" PVC WATER LINE
(FROM HARNETT COUNTY GIS)
FIRE HYDRANT
ASSEMBLY, TYP.
FIRE HYDRANT
ASSEMBLY, TYP.
PROPOSED
8" WATER LINE
PROPOSED
8" WATER LINE
EXISTING OVERHEAD POWER
EXISTING HYDRANT
EXISTING COMMUNICATIONS BOXES
EXISTING POWER POLE
6" X 4" REDUCER
(1) 4" GV
4" BLOWOFF
ASSEMBLY
PROPOSED 4"
WATER LINE
12' ACCESS
EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
20' PRIVATE
DRAINAGE EASEMENT
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165212/11/2020
WEST PRESERVEMCDOUGALD ROAD, HARNETT COUNTY, NORTH CAROLINA46190
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
1" = 100'
C3.0 PRELIMINARY UTILITY & STORMWATER MANAGEMENT PLANLEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
UNSUITABLE SOILS
EXISTING WETLANDS
EXISTING WATER LINE
PROPOSED WATER LINE
WATER VALVE
FIRE HYDRANT
BLOWOFF ASSEMBLY
LEGEND
W
W
1.THE DESIGN OF THE WATER MAINS SHALL BE IN ACCORDANCE WITH THE LATEST HARNETT
COUNTY DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER ORDINANCE AND THE
UTILITY MASTER PLAN.
2.APPROVAL OF THIS PLAT / PLAN DOES NOT GUARANTEE WATER CAPACITY. CURRENT /
FUTURE CAPACITY MAY NOT BE AVAILABLE. THIS DEVELOPMENT MAY REQUIRE
ADDITIONAL IMPROVEMENTS TO THE EXISTING WATER SYSTEM TO MEET FUTURE WATER
DEMAND PRIOR TO A PRELIMINARY PLAT, CONSTRUCTION PLAN AND / OR FINAL PLAT
APPROVAL.
3.STORM DESIGN IS PRELIMINARY IN NATURE AND SIZE, MATERIAL, AND LOCATIONS OF
STORM DRAINAGE ARE SUBJECT TO CHANGE DURING CONSTRUCTION PLANS.
GENERAL NOTES
LC R/W
25.0'
3.0' MIN.
3.0' MIN.
TYPICAL WATERLINE SECTION
ROADWAY
0
SCALE 1"=100'
200'100'NAD 831.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY STANDARDS AND SPECIFICATIONS.
2.MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 5 FT.
3.MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND STORM SEWER MAINS - 24 IN.
4.THE DESIGN OF THE WATER MAINS SHALL BE IN
ACCORDANCE WITH THE LATEST HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES WATER AND SEWER
ORDINANCES AND THE UTILITY MASTER PLAN.
UTILITY NOTES
STORM PIPE
W
MCDOUGAL
D
R
O
A
D
S
R
1
2
2
9 LOVE
G
R
OVE
C
H
U
R
C
H
R
O
A
D
S
R 1221
OLEANDER LANE50' PUBLIC R/W & P
U
B
L
I
C
U
T
I
L
I
T
Y
25B & 32B
21,998 SF
0.50 AC
THISTLE COURT50' PUBLIC R/W & PUBLIC UTILITYBOYCE COURT50' PUBLIC R/W & PUBLIC UTILITY4
3
11
22
19
52
53
1413
44
43
42
41
45
15
54
10
1
9
8
7
6
5
12
2
34
33
40
39
38
3736
35
23
31
51
24
32
25
46
16
26
47
17
27
48
18
28
49
20
29
50
21
30
OS #6
60,240 SF
1.38 AC
OS #1
7,098 SF
OS #2
36,150 SF
OS #4
31,810 SF
0.73 AC
OS #5
501,485 SF
11.51 AC
OS #3
3,541 SF
8''W
8''W
8''W 8''W
8''W
8''W
8''W8''W8''W8''W8''W8''W8''W
8'
'W8''W8''W8''W8''W8''W6''W4'
'W
STREET LIGHT (TYP.)
STREET LIGHT (TYP.)
STREET LIGHT (TYP.)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165212/11/2020
WEST PRESERVEMCDOUGALD ROAD, HARNETT COUNTY, NORTH CAROLINA46190
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
1" = 100'
C4.0 PRELIMINARY LIGHTING PLANLEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
UNSUITABLE SOILS
EXISTING WETLANDS
0
SCALE 1"=100'
200'100'NAD 83LED STREET LIGHTS
(7,000 LUMENS LED 75 ROADWAY LIGHT)
ALUMINUM POLE - HEIGHT 30'
LIGHTING LEGEND
W
MCDOUGAL
D
R
O
A
D
S
R
1
2
2
9 LOVE
G
R
O
V
E
C
H
U
R
C
H
R
OA
D S
R 1221
OLEANDER LANE50' PUBLIC R/W & PU
B
L
I
C
U
T
I
L
I
T
YTHISTLE COURT50' PUBLIC R/W & PUBLIC UTILITYBOYCE COURT50' PUBLIC R/W & PUBLIC UTILITY4
3
11
22
19
52
53
1413
44
43
42
41
45
15
54
10
1
9
8
7
6
5
12
2
34
33
40
39
38
3736
35
23
31
51
24
32
25
46
16
26
47
17
27
48
18
28
49
20
29
50
21
30
UNSUITABLE SOILS
EXISTING WETLANDS
5' UTILITY EASEMENT
MAIL
KIOSK
AREA
SITE BOUNDARY
30' STREETSCAPE BUFFER
30' STREETSCAPE
BUFFER
20' X 20' SIGN
EASEMENT
20' X 20' SIGN
EASEMENT
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-165212/11/2020
WEST PRESERVEMCDOUGALD ROAD, HARNETT COUNTY, NORTH CAROLINA46190
E. ANGE
B. BLACKMON
J. CHANDLERPRELIMIN
AR
Y
D
O
N
OT
USE FORCONST
R
U
CTI
O
N
2-QP
PROPERTY LINE
Cont24" Ht.Otto LaurelPrunus laurocerasus 'Otto Luyken'
QUAN.
1010
SIZE
Cont24" Ht.
ROOTKEY
PLANT LIST (100' SECTION)
AGOL
BOTANICAL NAME
Abelia grandiflora x 'Rose Creek'
COMMON NAME
Rose Creek Abelia
QP 6' Ht.B&B or Cont 2Willow OakQuercus phellos
5-AG
5-OL
5-AG
5-OL
AVOID PURCHASING TREES WITH TWO LEADERS
OR REMOVE ONE AT PLANTING. OTHERWISE, DO
NOT PRUNE TREE AT PLANTING EXCEPT FOR
SPECIFIC STRUCTURAL CORRECTIONS.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT.
IF STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT
END OF FIRST GROWING SEASON.
3" (5 CM) PINE STRAW MULCH. DO NOT
PLACE MULCH IN CONTACT WITH TRUNK.
4" (10 CM) RAISED RING OF SOIL TO
DIRECT WATER INTO ROOT BALL.
ESPECIALLY IMPORTANT IF TOP OF ROOT
BALL IS RAISED ABOVE GRADE.
BEFORE PLANTING, ADD 3-4" (7-10 CM) OF
WELL-COMPOSTED LEAVES, RECYCLED
YARD WASTE OR OTHER COMPOST AND TILL
INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD
COMPOST AT 20-35% BY VOLUME TO
BACKFILL.
EXTEND STAKES INTO UNDISTURBED SOIL.
4-6" (10-15 CM) DEEPER THAN ROOT BALL
FOR LOWERED PLANTING HOLE AS NEEDED
WITH POOR DRAINAGE.
PACK BACKFILL SOIL AROUND BASE OF ROOT
BALL TO STABILIZE. ALLOW REST OF BACKFILL
TO SETTLE NATURALLY OR TAMP LIGHTLY.
IF PLANTING HOLES ARE DUG WITH
A LARGER AUGER, BREAKING DOWN
THE SIDE WITH A SHOVEL CAN
ELIMINATE GLAZING AND CREATE
THE PREFERRED SLOPING SIDE.
SET BALL ON UNDISTURBED SOIL
MOUND TO PREVENT SETTLING.
CUT BURLAP, ROPE, WIRE BASKET
AWAY FROM TOP AND SIDES OF
ROOT BALL.
DIG WIDE PLANTING HOLE WITH
TAPERED SIDES.
WIDTH OF PLANTING HOLE IS 3
TIMES ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY
SOIL, 2 TIMES MINIMUM IN ALL
OTHERS.
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE AT GRADE IN
WELL DRAINED SOIL, UP TO 4
INCHES (10 CM) ABOVE GRADE IN
POORLY DRAINED SOILS.
DO NOT WRAP TRUNK.
MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY
AND LOCATE TO THE NORTH
IN THE FIELD.
TYPICAL TREE PLANTING
NO SCALE
WIDTH OF THE TOP OF THE
HOLE TO BE 3 TIMES THE ROOT
BALL WIDTH IN CLAY SOILS
1.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW.
2.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF
ACCEPTANCE.
3.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS.
4.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS
ASSOCIATION COVENANTS.
5.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS
WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS.
NOTES
NAD 830
SCALE 1"=100'
200'100'
1" = 100'
C5.0 PRELIMINARY LANDSCAPE PLANLEGEND
PROPERTY LINE
UTILITY EASEMENT
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
OPEN SPACE
UNSUITABLE SOILS
EXISTING WETLANDS
STREETSCAPE EASEMENT